Page Last Updated: 24 October 2024
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Page Last Updated: 24 October 2024 |
| ID | Elevation of Instrument in Gage Height |
Elevation of Instrument in Datum |
Period |
| 87407 | 0.55 feet | 1,153.95 feet NAVD88 | 08/05/2020 -- Current |
| 87407 | 0.96 feet | 1,152.67 feet NAVD88 | 12/07/2016 -- 08/05/2020 |
| STATUS | Active Alert2 Station |
| LOCATION | Located at the northwest corner of Indian School Road and Jackrabbit Trail |
| DRAINAGE AREA | 26.8 mi2 via USGS Streamstats (includes White Tanks #3) |
| STREAM TYPE | Natural |
| JURISDICTION | Buckeye, Arizona |
| WATERSHED | White Tanks B |
| SECTION/TOWNSHIP/RANGE | S20 T2N R2W |
| LATITUDE | N 33° 29' 38.0" | +33.49389 |
| LONGITUDE | W 112° 28' 45.4" | -112.47929 |
| ARIZONA STATE PLANE | E 528480 | N 907700 |
| USGS QUAD SHEET | Perryville 7.5-Minute |
| STREAMGAGE INSTALLATION DATE | 12/07/2016 - WY 2017 |
| PERIOD OF AVAILABLE DATA RECORD | 12/07/2016 - Current |
| LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) | 7.81 Years | 2,855 Days |
| GAPS (> 2 DAYS) IN RECORD | None |
| STAGE GAGE TYPE | Pressure Transducer |
| STAGE GAGE ELEVATION | 0.55 feet Gage Height |
| STAFF GAGES | 1 |
| CREST STAGE GAGES | 1 |
| ZERO GAGE HEIGHT ELEVATION | 1,153.400 feet NAVD88 |
| POINT OF ZERO FLOW | 0.00 feet Gage Height |
| EXTREME FOR PERIOD OF RECORD | 425 cfs | 2.06 feet GH | 07/23/2020 |
| Current Rating = #2 - Applied since 08/05/2020 | ||
| Discharge (cfs) |
Elevation feet Gage Height |
Elevation feet NAVD88 |
| 0 | 0.00 | 1,151.71 |
| 0 | 1.70 | 1,154.71 |
| 50 | 2.71 | 1,154.42 |
| 100 | 3.32 | 1,155.03 |
| 200 | 4.28 | 1,155.99 |
| 300 | 5.09 | 1,156.80 |
| 400 | 5.80 | 1,157.51 |
| 500 | 6.45 | 1,158.16 |
| 600 | 7.06 | 1,158.77 |
| 700 | 7.64 | 1,159.35 |
| 800 | 8.18 | 1,159.89 |
| Water Year |
Peak Gage Height (feet) |
Peak Discharge (cfs) |
Date of Peak |
| 2025 | |||
| 2024 | None | 0.0 | None |
| 2023 | 0.95 | 45 | 10/15/2022 |
| 2022 | 1.71 | 107 | 09/21/2022 |
| 2021 | 1.65 | 102 | 08/14/2021 |
| 2020 | 2.06 | 425 | 07/23/2020 |
| 2019 | 1.61 | 303 | 09/24/2019 |
| 2018 | None | 0 | None |
| 2017 | 1.85 | 367 | 08/13/2017 |
| 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 | |||||||
| 09/12/2023 | 19:27 | 09/12/2023 18:00 | 09/14/2023 12:00 | 42.0 | 0.68 | 28 | 2023 |
| 10/15/2022 | 19:34 | 10/15/2022 12:00 | 10/16/2022 06:00 | 18.0 | 0.95 | 45 | 2023 |
| 09/21/2022 | 11:11 | 09/21/2022 11:01 | 09/21/2022 12:00 | 1.0 | 1.71 | 107 | 2022 |
| 08/14/2021 | 06:35 | 08/14/2021 00:16 | 08/14/2021 18:45 | 18.5 | 1.65 | 102 | 2021 |
| 07/25/2021 | 08:57 | 07/25/2021 08:50 | 07/25/2021 12:00 | 3.2 | 1.24 | 67 | 2021 |
| 07/23/2020 | 14:32 | 07/23/2020 13:54 | 07/24/2020 00:00 | 10.0 | 2.06 | 425 | 2020 |
| 03/18/2020 | 18:37 | 03/18/2020 16:37 | 03/19/2020 03:31 | 10.9 | 2.01 | 411 | 2020 |
| 03/13/2020 | 16:26 | 03/13/2020 16:08 | 03/13/2020 19:57 | 3.8 | 1.41 | 251 | 2020 |
| 03/13/2020 | 00:41 | 03/12/2020 23:49 | 03/13/2020 08:02 | 8.2 | 2.04 | 420 | 2020 |
| 03/12/2020 | 08:53 | 03/12/2020 08:29 | 03/12/2020 15:50 | 7.4 | 1.78 | 348 | 2020 |
| 03/12/2020 | 00:00 | 03/11/2020 23:52 | 03/12/2020 06:00 | 6.1 | 1.18 | 195 | 2020 |
| 11/29/2019 | 06:23 | 11/29/2019 06:19 | 11/29/2019 12:20 | 6.0 | 1.36 | 239 | 2020 |
| 09/24/2019 | 00:58 | 09/24/2019 00:18 | 09/24/2019 05:00 | 4.7 | 1.61 | 303 | 2019 |
| 10/13/2018 | 13:01 | 10/13/2018 12:54 | 10/13/2018 15:03 | 2.2 | 1.19 | 198 | 2019 |
| 10/07/2018 | 05:35 | 10/07/2018 03:54 | 10/07/2018 10:14 | 6.3 | 1.54 | 284 | 2019 |
| 10/02/2018 | 09:21 | 10/02/2018 08:22 | 10/02/2018 14:14 | 5.9 | 1.59 | 297 | 2019 |
| 08/13/2017 | 00:02 | 08/12/2017 22:53 | 08/13/2017 09:03 | 10.2 | 1.85 | 367 | 2017 |
| 07/24/2017 | 09:30 | 07/24/2017 08:52 | 07/24/2017 14:34 | 5.7 | 1.50 | 274 | 2017 |
| 07/17/2017 | 02:31 | 07/17/2017 02:01 | 07/17/2017 06:44 | 4.7 | 1.60 | 300 | 2017 |
| 01/21/2017 | 01:24 | 01/20/2017 21:46 | 01/21/2017 05:38 | 7.9 | 1.80 | 353 | 2017 |
| 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 Insurance Study | |||||||
| 2-year | 5-year | 10-year | 20-year | 50-year | 100-year | 200-year | 500-year |
| ----- | ----- | ----- | ----- | ----- | 726 | ----- | ----- |
| Crest Gage Number | Pin Elevation (Feet, Gage Height) |
Additional Information |
| 1 | 0.78 | Located near the level sensor |