Coastal Flood Warnings/Watches/Statements
Issued by NWS Wilmington, NC

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987
WHUS42 KILM 192034
CFWILM

Coastal Hazard Message
National Weather Service Wilmington NC
434 PM EDT Sun May 19 2024

NCZ107-200300-
/O.NEW.KILM.CF.Y.0049.240519T2200Z-240520T0300Z/
Inland New Hanover-
434 PM EDT Sun May 19 2024

...COASTAL FLOOD ADVISORY IN EFFECT UNTIL 11 PM EDT THIS
EVENING...

* WHAT...Up to one half foot of inundation above ground level
  expected in low-lying areas near shorelines and tidal
  waterways.

* WHERE...The lower Cape Fear River including downtown
  Wilmington.

* WHEN...Until 11 PM EDT this evening.

* IMPACTS...Portions of Battleship Road and USS North Carolina
  Road observe minor coastal flooding up to one half foot in
  depth. In downtown Wilmington, a block of Water Street
  observes minor flooding up to one quarter foot in depth.

* ADDITIONAL DETAILS...Affected areas listed are based on
  average tide conditions. Additional locations may experience
  flooding during periods of heavy rainfall, high winds, or
  other factors.

PRECAUTIONARY/PREPAREDNESS ACTIONS...

If travel is required, allow extra time as some roads may be
closed. Do not drive around barricades or through water of
unknown depth. Take the necessary actions to protect flood-prone
property.

&&

Time of high total tides are approximate to the nearest hour.

Cape Fear River at Wilmington
MLLW Categories - Minor 5.5 ft, Moderate 6.8 ft, Major 10.0 ft
MHHW Categories - Minor 0.8 ft, Moderate 2.1 ft, Major 5.3 ft

             Total      Total    Departure
 Day/Time    Tide       Tide     from Norm   Waves    Flood
            ft MLLW    ft MHHW       ft       ft      Impact
 --------  ---------  ---------  ---------  -------  --------
 19/08 PM     5.9        1.2        1.4       N/A     Minor
 20/08 AM     5.3        0.6        1.4       N/A      None
 20/09 PM     6.1        1.4        1.5       N/A     Minor
 21/09 AM     5.3        0.6        1.4       N/A      None
 21/09 PM     6.1        1.4        1.4       N/A     Minor
 22/09 AM     5.0        0.3        1.2       N/A      None

&&

$$