Skunk Creek at Dixileta Drive - ID # 64907

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Page Last Updated: 04 November 2025

ID History  | Site Data  | Brief Rating  | Water Year Peaks  | Runoff History  | Flood Frequency  | Crest Gage

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GAGE ID AND DATUM HISTORY

ID Elevation of
Instrument
in Gage Height		 Elevation of
Instrument
in Datum		 Period
       
64907 2.20 feet 1,545.717 feet NAVD88 01/11/2016 -- Current

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SITE DATA

STATUS Active ALERT2 Sensor
LOCATION Located on Dixileta Drive about 1/4 mile east of I-17
DRAINAGE AREA 50.1 mi2
STREAM TYPE Natural Stream
JURISDICTION Phoenix, Arizona
WATERSHED Skunk Creek
SECTION/TOWNSHIP/RANGE S23 T5N R2E
LATITUDE N 33° 45' 24.3"  |  +33.75676
LONGITUDE W 112° 07' 20.0"  |  -112.12222
ARIZONA STATE PLANE E 637525  | N 1002940
USGS QUAD SHEET New River SE 7.5-Minute
STREAMGAGE INSTALLATION DATE 01/11/2016 - WY 2016
PERIOD OF AVAILABLE DATA RECORD 01/11/2016 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) 8.72 Years | 3,186 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 2.20 feet Gage Height
STAFF GAGES None
CREST STAGE GAGES 1
ZERO GAGE HEIGHT ELEVATION 1,543.517 feet NAVD88
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 11/20/2019 | 3,186 cfs | 3.94 feet GH

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BRIEF RATING

Current Rating = #2 - Applied since 01/11/2016
Discharge
(cfs)		 Elevation
feet
Gage Height		 Elevation
feet
NAVD88
0 0.00 1,543.52
100 1.26 1,544.78
613 2.20 1,545.72
800 2.43 1,545.95
1,000 2.63 1,546.15
2,000 3.20 1,546.72
5,000 4.28 1,547.80
10,000 5.95 1,549.47

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WATER YEAR PEAKS

Water
Year		 Peak
Gage Height
(feet)		 Peak
Discharge
(cfs)		 Date of
Peak
2026      
2025 None 0 None
2024 None 0 None
2023 3.00 965 09/01/2023
2022 None 0 None
2021 3.94 3,186 07/23/2021
2020 3.94 1,394 11/20/2019
2019 4.84 1,947 09/23/2019
2018 None 0 None
2017 4.25 1,585 01/01/2017
2016 (partial) None 0 None

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RUNOFF EVENT HISTORY

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
               
09/01/2023 01:19 09/01/2023 00:00 09/01/2023 02:48 2.8 3.00 1,600 2023
07/25/2021 16:05 07/25/2021 15:59 07/25/2021 16:44 0.8 2.54 918 2021
11/29/2019 07:55 11/29/2019 07:35 11/29/2019 12:00 4.4 3.54 2,808 2020
11/20/2019 21:09 11/20/2019 17:25 11/21/2019 00:00 6.6 3.94 3,903 2020
11/20/2019 18:00 11/20/2019 17:25 11/21/2019 00:00 6.6 2.92 1,475 2020
09/26/2019 22:19 09/26/2019 22:17 09/26/2019 23:10 0.9 2.84 1,337 2019
09/23/2019 15:20 09/23/2019 15:09 09/23/2019 18:22 3.2 4.84 6,884 2019
02/28/2017 08:49 02/28/2017 08:31 02/28/2017 12:00 3.5 3.08 1,744 2017
01/01/2017 10:28 01/01/2017 10:05 01/01/2017 12:40 2.6 4.25 4,897 2017
12/22/2016 13:44 12/22/2016 13:19 12/22/2016 15:29 2.2 3.55 2,835 2017

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FLOOD FLOW FREQUENCY

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
FEMA Flood Flood Insurance Study
at CAP Canal
2-year 5-year 10-year 20-year 50-year 100-year 200-year 500-year
--- --- --- --- --- 26,700 --- ---

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)		 Additional Information
1 2.30 Located near transducer gage

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