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Page Last Updated: 04 November 2025 |
| ID | Elevation of Instrument in Gage Height |
Elevation of Instrument in Datum |
Period |
| 8407 | 0.00 feet | 1,526.00 feet NAVD88 | 07/19/2016 -- Current |
| STATUS | Active ALERT2 Station |
| LOCATION | Located west of Tatum Blvd. and south of the SR101L freeway |
| DRAINAGE AREA | 23.2 mi2 |
| STREAM TYPE | Flood control dike |
| JURISDICTION | Phoenix, Arizona |
| WATERSHED | Upper Indian Bend |
| SECTION/TOWNSHIP/RANGE | S30 T4N R4E |
| LATITUDE | N 33° 39' 32.0" | +33.65890 |
| LONGITUDE | W 111° 58' 58.5" | -111.98293 |
| ARIZONA STATE PLANE | E 679850 | N 967270 |
| USGS QUAD SHEET | Currys Corner 7.5-Minute |
| STREAMGAGE INSTALLATION DATE | 07/19/2016 - WY 2016 |
| PERIOD OF AVAILABLE DATA RECORD | 07/19/2016 - Current |
| LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) | 8.20 Years | 2,996 Days |
| GAPS (> 2 DAYS) IN RECORD | None |
| STAGE GAGE TYPE | Pressure Transducer |
| STAGE GAGE ELEVATION | 0.00 feet Gage Height |
| STAFF GAGES | 1 |
| CREST STAGE GAGES | 0 |
| ZERO GAGE HEIGHT ELEVATION | 1,526.00 feet NAVD88 |
| POINT OF ZERO FLOW | 2.00 feet Gage Height |
| SPILLWAY CREST ELEVATION | No spillway |
| TOP OF BASIN ELEVATION | 29.0 feet Gage Height |
| Current Discharge Rating = Rating #1 (since 07/19/2016) Current Capacity Rating = Rating #1 (since 07/19/2016) |
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| Gage Height (feet) |
Elevation (feet NAVD88) |
Discharge (cfs) |
Volume (acre-feet) |
| 0.00 | 1,526.00 | 0 | 14.1 |
| 2.00 | 1,528.00 | 0 | 176.6 |
| 6.00 | 1,532.00 | 175 | 839.8 |
| 10.00 | 1,536.00 | 225 | 2,021.2 |
| 11.00 | 1,537.00 | 235 | 2,425.6 (100-yr Vol.) |
| 16.00 | 1,542.00 | 286 | 5,101.2 |
| 20.00 | 1,546.00 | 318 | 8,267.6 |
| 24.00 | 1,550.00 | 345 | 12,320.1 |
| 28.00 | 1,554.00 | 378 | 17,381.6 |
| Water Year |
Peak Gage Height (feet) |
Peak Volume (acre-feet) |
Percent Full (100-year Volume) |
Date of Peak |
| 2026 | ||||
| 2025 | 0.62 | 65.6 | 2.0 | 08/14/2025 |
| 2024 | None | 0.0 | 0.0 | None |
| 2023 | None | 0.0 | 0.0 | None |
| 2022 | None | 0.0 | 0.0 | None |
| 2021 | None | 0.0 | 0.0 | None |
| 2020 | None | 0.0 | 0.0 | None |
| 2019 | 1.06 | 103.5 | 3.7 | 10/02/2018 |
| 2018 | None | 0.0 | 0.0 | None |
| 2017 | None | 0.0 | 0.0 | None |
| 2016 (partial) | None | 0.0 | 0.0 | None |
| Date of Peak |
Time of Peak |
Runoff Start |
Runoff End |
Duration (hours) |
Peak Stage (feet GH) |
Peak Volume (acre-feet) |
Water Year |
| View a Plot of These Data | |||||||
| 08/14/2025 | 23:37 | 08/14/2025 23:00 | 08/15/2025 01:42 | 2.7 | 0.62 | 65.6 | 2025 |
| 10/02/2018 | 10:46 | 10/02/2018 10:02 | 10/02/2018 18:00 | 8.0 | 1.06 | 103.5 | 2019 |
| Staff Gage Range | Staff Gage Information |
| 0 - 24 | Inside right half of inlet area, viewable from west side of outlet. |