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River Summary (RVA)

Issued by NWS Wilmington, NC (ILM)

                            
000
SRUS42 KILM 211302
RVAILM
SCZ017-023>024-032>034-039-046-NCZ087-090-096>097-099>101-220102-


Hydrologic Summary
National Weather Service Wilmington NC
902 AM EDT Sun Jul 21 2019

                         Flood    7 AM     24 Hour           
River Basin              Stage    Stage    Change 
 
 Cape Fear River
Wm O Huske Lock and Dam    42     33.43     -0.09
Elizabethtown              25         M         M
Cape Fear Lock and Dam     24     15.23     -0.03


 Northeast Cape Fear River
Chinquapin                 13      3.38     -0.41
Burgaw                     10      2.51     -0.03


 Black River NC
Tomahawk 4NE               NA      2.99     -0.15


 Lumber River
Maxton 3N                  NA      8.65     -0.20
Pembroke                   NA      6.26     -0.02
Lumberton                  13      9.13     -0.42
Lumberton W Fifth Street   NA      9.28     -0.37
Boardman                   NA      4.51     -0.15


 Big Shoeheel Creek
5 E Laurinburg/2 W Maxton  NA      2.08     -0.36


 Black Creek
Hartsville  5W             NA      2.71     -0.14
Hartsville                 NA    155.90      0.00
Quinby                     10      2.89     -0.14


 Great Pee Dee River
Rockingham 6W              NA      3.41     -0.56
Bennettsville 10SW         NA     57.02     -0.53
Pee Dee                    19      9.26      1.23
Pee Dee 4S                 NA     17.13      1.32
Bucksport                  NA     10.08      0.10


 Lynches River
Effingham                  14      2.91     -0.30


 Little Pee Dee River
Galivants Ferry             9      4.75     -0.12


 Black River SC
Kingstree                  12      5.37      0.19


 Waccamaw River
Freeland 1SW               NA      2.97     -0.07
Longs  2SE                 NA      4.91     -0.78
Above Conway               NA      2.08     -0.32
Conway                     11      7.76     -0.03
Bucksport                  NA     15.50      0.20
Pawleys Island             NA      3.15      0.18

$$