900 
WHUS42 KILM 050509
CFWILM

Coastal Hazard Message
National Weather Service Wilmington NC
109 AM EDT Fri Sep 5 2025

NCZ107-051800-
/O.NEW.KILM.CF.Y.0060.250905T2300Z-250906T0300Z/
Inland New Hanover-
109 AM EDT Fri Sep 5 2025

...COASTAL FLOOD ADVISORY IN EFFECT FROM 7 PM TO 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...From 7 PM to 11 PM EDT this evening.

* IMPACTS...The lowest portions of USS North Carolina Road and 
  Battleship Road begin to observe minor coastal flooding. Water 
  begins to spread out of storm drains onto Water Street just 
  south of Market Street in downtown Wilmington.

* 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 
 --------  ---------  ---------  ---------  -------  --------
 05/08 AM     4.7        0.0        0.3       N/A      None    
 05/09 PM     5.5        0.8        0.4       N/A     Minor    
 06/09 AM     4.8        0.1        0.2       N/A      None    
 06/09 PM     5.4        0.7        0.2       N/A      None    
 07/10 AM     5.0        0.3        0.2       N/A      None    
 07/10 PM     5.4        0.7        0.2       N/A      None

&&

$$