Last
4.97ft
Chg
+0.24in
High
5.4ft
Low
4.7ft
Forecast Issued Time: 12/23/24 02:22 PM
Last Observed: 4.97 12/23/24 09:30 AM
High Predicted:
5.40 12/24/24 06:00 AM
+0.43 FT (5.16 IN )
Low Predicted:
4.70 12/25/24 12:00 PM
-0.27 FT (3.24 IN )
Flood stages for this site
Major 25 ft
Moderate 24 ft
Minor 22 ft
Action 18.5 ft
Recent Crests
4/9/2022
18.55
9/2/2021
17.7
12/26/2020
17.88
4/7/2017
13.51
2/26/2016
13.46
9/9/2011
21.55
8/20/2011
19.55
3/12/2011
19.65
3/11/2011
18.15
6/29/2006
27.16
4/4/2005
27.24
9/19/2004
24.8
10/30/2003
14.97
1/9/1998
13.18
12/3/1996
16.49
11/10/1996
15.0500001907349
1/20/1996
22.96
3/16/1986
20.34
6/24/1972
15.34
8/19/1955
30.21
3/19/1936
25
2/12/1936
22.22
10/10/1903
28.6
Historic Crests
30.21
8/19/1955
28.6
10/10/1903
27.24
4/4/2005
27.16
6/29/2006
25
3/19/1936
24.8
9/19/2004
22.96
1/20/1996
22.22
2/12/1936
21.55
9/9/2011
20.34
3/16/1986
19.65
3/12/2011
19.55
8/20/2011
18.55
4/9/2022
18.15
3/11/2011
17.88
12/26/2020
17.7
9/2/2021
16.49
12/3/1996
15.34
6/24/1972
15.0500001907349
11/10/1996
14.97
10/30/2003
13.51
4/7/2017
13.46
2/26/2016
13.18
1/9/1998
Impacts
14
Low lying areas downstream in Hutchinson and Brainards begin to flood.
18.5
Hutchinson River Road in Harmony Township takes on water.
19
River Road is flooded in Lopatcong Township.
20
Backwater from the Delaware River cause problems in the town of Belvidere along the Pequest River.
23
Approach roads to the Belvidere-Riverton Bridge in both New Jersey and Pennsylvania begin to flood. On the New Jersey side, Water Street begins to flood and in Pennsylvania, Martins Creek Belvidere Highway takes on water.
30.6
The Belvidere-Riverton Bridge surface floods.
This site uses provisional data from the USGS. The USGS states the following about provisional data
USGS Provisional Data Statement
Data are provisional and subject to revision until they have been thoroughly reviewed and received final approval.
Real-time data relayed by satellite or other telemetry are automatically screened to not display improbable values until they can be verified.
Provisional data may be inaccurate due to instrument malfunctions or physical changes at the measurement site. Subsequent review based on field inspections and measurements may result in significant revisions to the data.
Data users are cautioned to consider carefully the provisional nature of the information before using it for decisions that concern personal or public safety or the conduct of business that involves substantial monetary or operational consequences.
Information concerning the accuracy and appropriate uses of these data or concerning other hydrologic data may be obtained from the USGS.
The USGS Provisional statement can be found at USGS Provisional Statement
Version 2024.12.18.603