![]() |
|
Page Last Updated: 04 November 2025 |
| ID | Elevation of Instrument in Gage Height |
Elevation of Instrument in Datum |
Period |
| 65907 | 1.58 feet | 1,576.33 feet NAVD88 | 01/28/2025 -- Current |
| 65907 | 1.34 feet | 1,576.19 feet NAVD88 | 04/01/2017 -- 01/28/2025 |
| 65907 | 0.53 feet | 0.53 feet Gage Height | 03/10/2016 -- 04/01/2017 |
| 65907 | 0.95 feet | 0.95 feet Gage Height | 10/13/2015 -- 03/10/2016 |
| STATUS | Active ALERT2 Station |
| LOCATION | Located southeast of Paloma Pkwy and Sonoran Desert Drive |
| DRAINAGE AREA | 7.82 mi2 |
| STREAM TYPE | Natural Stream |
| JURISDICTION | Phoenix, Arizona |
| WATERSHED | Skunk Creek |
| SECTION/TOWNSHIP/RANGE | S19 T5N R3E |
| LATITUDE | N 33° 46' 09.4" | +33.76926 |
| LONGITUDE | W 112° 05' 55.0" | -112.09881 |
| ARIZONA STATE PLANE | E 644656 | N 1007473 |
| USGS QUAD SHEET | New River SE 7.5-Minute |
| STREAMGAGE INSTALLATION DATE | 10/13/2015 - WY 2016 |
| PERIOD OF AVAILABLE DATA RECORD | 10/13/2015 - Current |
| LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) | 8.97 Years | 3,276 Days |
| GAPS (> 2 DAYS) IN RECORD | None |
| STAGE GAGE TYPE | Pressure Transducer |
| STAGE GAGE ELEVATION | 1.34 feet Gage Height |
| STAFF GAGES | None |
| CREST STAGE GAGES | None |
| ZERO GAGE HEIGHT ELEVATION | 1,574.850 feet NAVD88 |
| POINT OF ZERO FLOW | 0.3 feet Gage Height (Sept 2019) |
| EXTREME FOR PERIOD OF RECORD | 1,131 cfs | 5.72 feet GH | 07/25/2021 |
| Current Rating = #1 - Applied since 10/01/2015 | ||
| Discharge (cfs) |
Elevation feet Gage Height |
Elevation feet NAVD88 |
| 0 | 0.00 | 1,574.85 |
| 50 | 1.55 | 1,576.40 |
| 100 | 2.00 | 1,576.85 |
| 200 | 2.64 | 1,577.49 |
| 500 | 3.92 | 1,578.77 |
| 800 | 4.88 | 1,579.73 |
| 1,000 | 5.41 | 1,580.26 |
| 1,500 | 6.47 | 1,581.32 |
| Water Year |
Peak Gage Height (feet) |
Peak Discharge (cfs) |
Date of Peak |
| 2026 | |||
| 2025 | 3.57 | 408 | 09/27/2025 |
| 2024 | None | 0 | None |
| 2023 | 1.89 | 86 | 01/01/2023 |
| 2022 | 2.94 | 258 | 07/30/2022 |
| 2021 | 5.72 | 1,131 | 07/25/2021 |
| 2020 | 2.28 | 139 | 11/20/2019 |
| 2019 | 2.71 | 213 | 10/02/2018 |
| 2018 | 2.63 | 198 | 07/11/2018 |
| 2017 | 4.30 | 612 | 12/22/2016 |
| 2016 (partial) | 2.82 | 234 | 08/02/2016 |
| 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 | |||||||
| 09/27/2025 | 19:29 | 09/27/2025 18:00 | 09/27/2025 21:00 | 3.0 | 3.57 | 408 | 2025 |
| 09/19/2025 | 04:10 | 09/19/2025 00:00 | 09/19/2025 06:00 | 6.0 | 2.95 | 261 | 2025 |
| 01/01/2023 | 16:16 | 01/01/2023 12:00 | 01/01/2023 18:00 | 6.0 | 1.89 | 86 | 2023 |
| 08/18/2022 | 19:47 | 08/18/2022 19:36 | 08/18/2022 21:04 | 1.5 | 2.21 | 129 | 2022 |
| 07/30/2022 | 19:56 | 07/30/2022 19:25 | 07/31/2022 00:00 | 4.6 | 2.94 | 258 | 2022 |
| 07/25/2021 | 10:09 | 07/25/2021 09:37 | 07/25/2021 12:58 | 3.4 | 5.72 | 1,131 | 2021 |
| 07/23/2021 | 14:16 | 07/23/2021 14:14 | 07/23/2021 14:53 | 0.7 | 1.83 | 79 | 2021 |
| 11/29/2019 | 05:02 | 11/29/2019 04:51 | 11/29/2019 07:50 | 3.0 | 2.08 | 110 | 2020 |
| 11/20/2019 | 14:13 | 11/20/2019 14:05 | 11/20/2019 17:45 | 3.7 | 2.28 | 139 | 2020 |
| 10/07/2018 | 06:00 | 10/07/2018 05:40 | 10/07/2018 12:00 | 6.3 | 1.53 | 46 | 2019 |
| 10/02/2018 | 10:46 | 10/02/2018 09:01 | 10/02/2018 18:00 | 9.0 | 2.71 | 213 | 2019 |
| 07/11/2018 | 23:13 | 07/11/2018 22:49 | 07/12/2018 00:25 | 1.6 | 2.63 | 198 | 2018 |
| 08/03/2017 | 18:03 | 08/03/2017 17:49 | 08/03/2017 18:44 | 0.9 | 2.46 | 186 | 2017 |
| 02/28/2017 | 12:27 | 02/28/2017 07:36 | 02/28/2017 13:34 | 6.0 | 2.95 | 261 | 2017 |
| 01/20/2017 | 20:33 | 01/20/2017 19:36 | 01/21/2017 05:23 | 9.8 | 1.23 | 15 | 2017 |
| 01/01/2017 | 08:03 | 01/01/2017 07:24 | 01/01/2017 15:31 | 8.1 | 3.38 | 359 | 2017 |
| 12/22/2016 | 11:08 | 12/22/2016 10:35 | 12/22/2016 16:43 | 6.1 | 4.30 | 612 | 2017 |
| 08/02/2016 | 16:48 | 08/02/2016 16:41 | 08/02/2016 18:28 | 1.8 | 2.82 | 234 | 2016 |
| Crest Gage Number | Pin Elevation (Feet, Gage Height) |
Additional Information |
| 1 | 2.01 | Located on right bank near transducer |