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Page Last Updated: 23 October 2024 |
ID | Elevation of Instrument in Gage Height |
Elevation of Instrument in Datum |
Period |
62707 | 1.20 feet | 2,470.29 NAVD88 | 04/22/2020 -- Current |
5638 | 1.20 feet | 2,470.29 NAVD88 | 08/03/2017 -- 04/20/2020 |
5638 | 2.37 feet | 2,471.47 NAVD88 | 08/27/2015 -- 08/03/2017 |
5637 | 2.37 feet | 2,471.47 NAVD88 | 11/05/2014 -- 08/27/2015 |
5638 | 0.42 feet | 2,469.52 NAVD88 | 01/01/2006 -- 11/05/2014 |
5638 | 0.00 feet | 2,468.52 NAVD88 | 07/20/2005 -- 12/31/2005 |
STATUS | Active |
LOCATION | North of Table Mesa Road about 4 miles east of I-17 |
DRAINAGE AREA | 64.3 mi2 |
STREAM TYPE | Natural Stream |
JURISDICTION | Maricopa County, Arizona |
WATERSHED | Upper New River |
SECTION/TOWNSHIP/RANGE | S04 T7N R3E |
LATITUDE | N 33° 58' 33.1" | +33.97585 |
LONGITUDE | W 112° 03' 38.3" | -112.06063 |
ARIZONA STATE PLANE | E 656360 | N 1082640 |
USGS QUAD SHEET | Daisy Mountain 7.5-Minute |
STREAMGAGE INSTALLATION DATE | 07/18/2005 - WY 2005 |
PERIOD OF AVAILABLE DATA RECORD | 07/20/2005 - Current |
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) | 19.20 Years | 7,013 Days |
GAPS (> 2 DAYS) IN RECORD | None |
STAGE GAGE TYPE | Pressure Transducer |
STAGE GAGE ELEVATION | 1.20 feet Gage Height |
STAFF GAGES | 0 |
CREST STAGE GAGES | 0 |
ZERO GAGE HEIGHT ELEVATION | 2,469.094 feet NAVD88 |
POINT OF ZERO FLOW | 0.0 feet Gage Height (estimated) |
EXTREME FOR PERIOD OF RECORD | 32,584 cfs | 11.0 feet | 08/19/2014 |
To Table Mesa Road, about 2.6 miles downstream | ||
Discharge (cfs) | Gage Height (feet) | Time (minutes) |
3,000 | 3.00 | 25 |
To Old Stage Road, about 6.8 miles downstream | ||
Discharge (cfs) | Gage Height (feet) | Time (minutes) |
3,000 | 3.00 | 67 |
Current Rating = #6 - Applied since 10/01/2019 | ||
Discharge (cfs) |
Elevation Feet Gage Height |
Elevation Feet NAVD88 |
0 | 0.00 | 2,469.09 |
500 | 1.24 | 2,470.33 |
800 | 1.60 | 2,470.69 |
1,000 | 1.80 | 2,470.89 |
2,000 | 2.52 | 2,471.61 |
3,000 | 3.01 | 2,472.10 |
5,000 | 4.11 | 2,473.20 |
10,000 | 5.94 | 2,475.03 |
25,000 | 10.24 | 2,479.33 |
Water Year |
Peak Gage Height (feet) |
Peak Discharge (cfs) |
Date of Peak |
2025 | |||
2024 | None | 0 | None |
2023 | 5.80 | 9,661 | 03/22/2023 |
2022 | None | 0 | None |
2021 | 7.88 | 15,962 | 07/23/2021 |
2020 | 6.75 | 12,151 | 11/20/2019 |
2019 | 3.53 | 2,913 | 02/06/2019 |
2018 | None | 0 | None |
2017 | 4.67 | 4,713 | 02/28/2017 |
2016 | None | 0 | None |
2015 | None | 0 | None |
2014 | 11.00 | 32,584 | 08/19/2014 |
2013 | 3.37 | 1,340 | 01/28/2013 |
2012 | None | 0 | None |
2011 | 2.82 | 94 | 12/30/2010 |
2010 | 7.77 | 7,586 | 01/21/2010 |
2009 | 4.87 | 2,790 | 12/26/2008 |
2008 | 6.87 | 5,912 | 01/27/2008 |
2007 | 1.62 | 1,650 | 07/31/2007 |
2006 | 3.62 | 3,707 | 09/07/2006 |
2005 | 8.50 | 16,230 | 07/31/2005 |
Date of Peak |
Time of Peak |
Runoff Start |
Runoff End |
Duration (hours) |
Peak Stage (feet GH) |
Peak Discharge (CFS) |
Water Year |
View a Plot of These Data | |||||||
03/22/2023 | 07:54 | 03/21/2023 12:43 | 03/23/2023 00:00 | 35.3 | 5.80 | 9,661 | 2023 |
03/16/2023 | 00:36 | 03/16/2023 00:26 | 03/16/2023 06:00 | 5.6 | 2.66 | 2,250 | 2023 |
03/01/2023 | 22:33 | 03/01/2023 18:00 | 03/02/2023 12:00 | 18.0 | 2.23 | 1,550 | 2023 |
01/17/2023 | 05:32 | 01/16/2023 17:05 | 01/17/2023 18:00 | 24.9 | 3.06 | 3,114 | 2023 |
08/18/2021 | 14:42 | 08/18/2021 14:39 | 08/18/2021 18:44 | 4.1 | 2.93 | 2,801 | 2021 |
07/29/2021 | 20:44 | 07/29/2021 20:38 | 07/29/2021 21:48 | 1.2 | 1.55 | 758 | 2021 |
07/23/2021 | 14:26 | 07/23/2021 13:18 | 07/23/2021 19:20 | 6.0 | 7.88 | 15,962 | 2021 |
03/13/2020 | 03:56 | 03/13/2020 00:50 | 03/14/2020 06:00 | 29.2 | 3.09 | 3,210 | 2020 |
12/24/2019 | 19:04 | 12/24/2019 18:08 | 12/25/2019 00:00 | 5.9 | 2.01 | 1,245 | 2020 |
12/22/2019 | 19:04 | 12/22/2019 18:08 | 12/22/2019 21:36 | 3.5 | 2.01 | 1,245 | 2020 |
12/22/2019 | 10:36 | 12/22/2019 10:36 | 12/22/2019 11:54 | 1.3 | 1.46 | 677 | 2020 |
11/29/2019 | 05:47 | 11/29/2019 05:07 | 11/30/2019 00:00 | 18.9 | 6.20 | 10,660 | 2020 |
11/24/2019 | 14:39 | 11/24/2019 14:04 | 11/24/2019 14:56 | 0.9 | 1.66 | 855 | 2020 |
11/21/2019 | 20:44 | 11/21/2019 19:38 | 11/22/2019 01:16 | 5.6 | 1.91 | 1,125 | 2020 |
11/20/2019 | 18:54 | 11/20/2019 16:45 | 11/21/2019 02:09 | 9.4 | 6.75 | 12,151 | 2020 |
09/23/2019 | 12:00 | 09/23/2019 11:54 | 09/23/2019 13:20 | 1.4 | 1.56 | 671 | 2019 |
03/13/2019 | 07:06 | 03/13/2019 05:46 | 03/14/2019 00:00 | 18.2 | 3.47 | 2,826 | 2019 |
02/27/2019 | 17:15 | 02/27/2019 16:21 | 02/27/2019 23:14 | 6.9 | 2.14 | 1,188 | 2019 |
02/26/2019 | 20:49 | 02/26/2019 19:05 | 02/27/2019 03:00 | 7.9 | 1.72 | 795 | 2019 |
02/22/2019 | 00:00 | 02/22/2019 00:00 | 02/22/2019 06:00 | 6.0 | 1.43 | 569 | 2019 |
02/14/2019 | 23:55 | 02/14/2019 21:55 | 02/15/2019 05:41 | 7.8 | 2.74 | 1,873 | 2019 |
02/06/2019 | 00:39 | 02/05/2019 23:25 | 02/06/2019 12:00 | 12.6 | 3.53 | 2,913 | 2019 |
10/23/2018 | 18:55 | 10/23/2018 18:30 | 10/23/2018 20:34 | 2.1 | 1.81 | 877 | 2019 |
10/02/2018 | 21:20 | 10/02/2018 15:32 | 10/03/2018 00:00 | 8.5 | 1.78 | 847 | 2019 |
02/28/2017 | 06:53 | 02/28/2017 03:03 | 02/28/2017 12:31 | 9.5 | 4.67 | 4,713 | 2017 |
10/13/2016 | 19:01 | 10/13/2016 17:14 | 10/13/2016 20:10 | 2.9 | 4.60 | 4,589 | 2017 |
08/19/2014 | 11:01 | 08/19/2014 07:28 | 08/20/2014 06:27 | 23.0 | 11.00 | 32,584 | 2014 |
01/28/2013 | 09:09 | 01/28/2013 08:38 | 01/28/2013 11:37 | 3.0 | 3.37 | 1,340 | 2013 |
01/26/2013 | 21:56 | 01/26/2013 19:01 | 01/27/2013 02:17 | 7.3 | 3.27 | 1,260 | 2013 |
12/30/2010 | 04:25 | 12/30/2010 04:25 | 12/30/2010 05:59 | 1.6 | 2.82 | 94 | 2011 |
03/07/2010 | 23:05 | 03/07/2010 16:01 | 03/08/2010 09:32 | 17.5 | 3.22 | 1,308 | 2010 |
01/21/2010 | 21:09 | 01/21/2010 08:04 | 01/23/2010 12:21 | 52.3 | 7.77 | 7,586 | 2010 |
02/09/2009 | 22:38 | 02/09/2009 21:48 | 02/10/2009 01:05 | 3.3 | 3.17 | 1,261 | 2009 |
12/26/2008 | 04:17 | 12/26/2008 00:11 | 12/26/2008 08:09 | 8.0 | 4.87 | 2,790 | 2009 |
01/27/2008 | 17:51 | 01/27/2008 12:32 | 01/28/2008 08:40 | 20.1 | 6.87 | 5,912 | 2008 |
01/07/2008 | 12:42 | 01/07/2008 10:16 | 01/07/2008 18:31 | 8.3 | 4.57 | 2,486 | 2008 |
12/07/2007 | 20:24 | 12/07/2007 19:35 | 12/08/2007 07:26 | 11.9 | 4.87 | 2,790 | 2008 |
12/01/2007 | 10:40 | 12/01/2007 07:37 | 12/01/2007 19:48 | 12.2 | 6.57 | 5,269 | 2008 |
07/31/2007 | 18:10 | 07/31/2007 18:08 | 08/01/2007 01:56 | 7.8 | 1.62 | 1,650 | 2007 |
07/28/2007 | 16:02 | 07/28/2007 15:46 | 07/28/2007 17:00 | 1.2 | 0.97 | 1,056 | 2007 |
02/20/2007 | 08:02 | 02/20/2007 07:57 | 02/20/2007 08:02 | 0.2 | 1.37 | 1,444 | 2007 |
10/14/2006 | 12:25 | 10/14/2006 12:19 | 10/14/2006 14:28 | 2.2 | 0.82 | 656 | 2007 |
09/07/2006 | 22:02 | 09/07/2006 22:01 | 09/10/2006 08:12 | 58.2 | 3.62 | 3,707 | 2006 |
08/24/2006 | 11:05 | 08/24/2006 10:54 | 08/26/2006 02:11 | 39.3 | 3.32 | 3,312 | 2006 |
08/22/2006 | 20:45 | 08/22/2006 20:45 | 08/23/2006 02:12 | 5.4 | 0.82 | 656 | 2006 |
08/13/2006 | 18:30 | 08/13/2006 18:30 | 08/13/2006 19:28 | 1.0 | 0.77 | 509 | 2006 |
08/10/2006 | 18:20 | 08/10/2006 18:17 | 08/10/2006 21:01 | 2.7 | 1.42 | 1,487 | 2006 |
07/30/2006 | 00:24 | 07/30/2006 00:24 | 07/30/2006 07:16 | 7.0 | 2.97 | 2,890 | 2006 |
10/18/2005 | 12:52 | 10/18/2005 12:49 | 10/19/2005 01:19 | 12.5 | 3.45 | 3,482 | 2006 |
09/03/2005 | 19:48 | 09/03/2005 19:46 | 09/04/2005 02:25 | 6.7 | 0.65 | 541 | 2005 |
08/12/2005 | 16:04 | 08/12/2005 16:02 | 08/13/2005 07:58 | 15.9 | 0.75 | 697 | 2005 |
08/11/2005 | 14:39 | 08/11/2005 14:36 | 08/12/2005 07:58 | 17.4 | 6.45 | 9,168 | 2005 |
08/09/2005 | 14:45 | 08/09/2005 14:43 | 08/10/2005 02:47 | 12.1 | 5.00 | 6,166 | 2005 |
08/09/2005 | 01:13 | 08/09/2005 01:09 | 08/09/2005 07:55 | 6.8 | 1.10 | 1,162 | 2005 |
08/05/2005 | 22:35 | 08/05/2005 22:32 | 08/06/2005 03:03 | 4.5 | 0.65 | 541 | 2005 |
07/31/2005 | 19:55 | 07/31/2005 18:55 | 08/01/2005 13:46 | 18.9 | 8.50 | 16,230 | 2005 |
07/27/2005 | 00:02 | 07/26/2005 23:50 | 07/27/2005 09:45 | 9.9 | 0.40 | 230 | 2005 |
Flood Flow Frequency View a plot of Flood Frequncy Data ***NOTE: Flood Flow Frequency data are for information only and should not be considered valid for regulation*** Magnitude and Probability of Instantaneous Peak Flow | Discharge, in cfs, for indicated Recurrence Interval |
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FEMA Flood Flood Insurance Study (by graphical extension) | |||||||
2-year | 5-year | 10-year | 20-year | 50-year | 100-year | 200-year | 500-year |
----- | ----- | ----- | ----- | ----- | 31,000 | ----- | ----- |
USGS StreamStats Flood Flow Frequency | |||||||
2-year | 5-year | 10-year | 25-year | 50-year | 100-year | 200-year | 500-year |