Desert Hills Wash - ID # 19307

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Page Last Updated: 23 October 2024

ID History | Site Data | Brief Rating | Water Year Peaks | Runoff History | Flood Flow FrequencyCrest Gage Info

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GAGE ID AND DATUM HISTORY

ID Elevation of
Instrument
in Gage Height		 Elevation of
Instrument
in Datum		 Period
       
19307 0.50 feet 1,856.52 feet NAVD88 04/01/2020 -- Current
4898 0.50 feet 1,856.52 feet NAVD88 03/02/2006 -- 04/01/2020
4898 0.50 feet 0.50 feet Gage Height 03/02/2006 -- 04/01/2020

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SITE DATA

STATUS Active
LOCATION Located west of 16th Street, on Joy Ranch Road
DRAINAGE AREA 0.95 mi2
STREAM TYPE Culvert on natural stream
JURISDICTION Maricopa County, Arizona
WATERSHED Cave Creek
SECTION/TOWNSHIP/RANGE S28 T6N R3E
LATITUDE N 33° 49' 41.6"  |  +33.82882
LONGITUDE W 112° 02' 54.0"  |  -112.04832
ARIZONA STATE PLANE E 660010  | N 1028895
USGS QUAD SHEET New River SE 7.5-Minute
STREAMGAGE INSTALLATION DATE 03/02/2006 - WY 2006
PERIOD OF AVAILABLE DATA RECORD 03/02/2006 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) 18.58 Years | 6,788 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.50 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 1
ZERO GAGE HEIGHT ELEVATION 1,856.018 feet NAVD88
POINT OF ZERO FLOW 0.47 feet Gage Height
EXTREME FOR PERIOD OF RECORD 383 cfs | 6.21 feet | 07/23/2021

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BRIEF RATING

Current Rating = #2 - Applied since 10/01/2019
Discharge
(cfs)		 Elevation
feet
Gage Height		 Elevation
feet
NAVD88
0 0.00 1,856.02
25 0.93 1,856.95
50 1.47 1,857.49
100 2.26 1,858.28
200 3.45 1,859.47
300 4.66 1,860.68
500 7.53 1,863.55
800 8.01 1,864.03
1,000 8.23 1,864.25

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WATER YEAR PEAKS

Water
Year		 Peak
Gage Height
(feet)		 Peak
Discharge
(cfs)		 Date of
Peak
2025      
2024 1.13 34 04/01/2024
2023 4.89 313 08/31/2023
2022 4.55 290 07/30/2022
2021 6.21 383 07/23/2021
2020 3.87 234 11/20/2019
2019 5.14 256 09/23/2019
2018 5.82 318 07/14/2018
2017 3.91 178 12/22/2016
2016 3.28 135 08/02/2016
2015 2.00 58 10/09/2014
2014 4.90 252 08/19 & 09/08/2014
2013 4.30 206 07/21/2013
2012 3.95 181 08/23/2012
2011 3.40 143 07/11/2011
2010 4.30 206 01/21/2010
2009 0.90 37 12/26/2008
2008 4.25 207 12/01/2007
2007 0.80 37 09/01/2007
2006 1.25 47 09/09/2006

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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
               
04/01/2024 05:12 04/01/2024 00:00 04/01/2024 06:14 6.2 1.13 34 2024
08/31/2023 22:48 08/31/2023 18:00 09/01/2023 01:18 7.3 4.89 313 2023
01/01/2023 15:57 01/01/2023 12:00 01/01/2023 18:00 6.0 1.42 47 2023
08/19/2022 18:04 08/19/2022 17:45 08/19/2022 19:37 1.9 2.55 121 2022
07/30/2022 19:33 07/30/2022 19:05 07/30/3033 21:39 2.6 4.55 290 2022
12/24/2022 15:42 12/24/2021 11:19 12/24/2021 19:03 7.7 2.94 152 2022
10/05/2021 13:18 10/05/2021 11:58 10/05/2021 14:39 2.7 1.23 38 2022
08/18/2021 18:21 08/18/2021 17:54 08/18/2021 19:45 1.9 2.06 86 2021
08/12/2021 06:54 08/12/2021 06:00 08/12/2021 08:52 2.9 5.77 360 2021
07/31/2021 00:59 07/31/2021 00:20 07/31/2021 03:30 3.2 2.65 129 2021
07/25/2021 15:54 07/25/2021 15:34 07/25/2021 18:00 2.4 2.31 103 2021
07/23/2021 13:36 07/23/2021 12:56 07/23/2021 16:44 3.8 6.21 383 2021
03/13/2020 13:51 03/13/2020 11:03 03/13/2020 18:00 7.0 2.94 152 2020
02/22/2020 08:37 02/21/2020 08:37 02/22/2020 12:00 27.4 0.64 15 2020
12/24/2019 06:53 12/24/2019 06:53 12/24/2019 08:03 1.2 0.64 15 2020
12/22/2019 18:53 12/22/2019 18:53 12/22/2019 19:05 0.2 0.64 15 2020
11/29/2019 04:35 11/29/2019 04:21 11/29/2019 08:06 3.8 2.35 106 2020
11/20/2019 18:14 11/20/2019 17:51 11/20/2019 19:27 1.6 3.87 234 2020
11/20/2019 13:57 11/20/2019 13:25 11/20/2019 16:07 2.6 2.74 136 2020
09/23/2019 13:09 09/23/2019 12:25 09/23/2019 14:45 2.3 5.14 256 2019
10/02/2018 10:31 10/02/2018 07:47 10/02/2018 14:50 7.1 1.86 50 2019
07/14/2018 15:02 07/14/2018 14:21 07/14/2018 16:00 1.7 5.82 318 2018
07/31/2017 18:23 07/31/2017 17:49 07/31/2017 20:34 2.8 1.68 42 2017
01/21/2017 01:39 01/21/2017 00:26 01/21/2017 06:00 7.9 1.37 28 2017
01/01/2017 07:56 01/01/2017 07:13 01/01/2017 12:00 4.8 2.79 104 2017
01/01/2017 04:39 01/01/2017 04:29 01/01/2017 05:21 0.9 1.18 19 2017
12/22/2016 06:37 12/22/2016 06:01 12/22/2016 10:35 4.6 3.91 178 2017
10/13/2016 08:16 10/13/2016 08:16 10/13/2016 08:53 0.6 1.91 53 2017
08/05/2016 08:57 08/05/2016 08:21 08/05/2016 11:29 3.1 2.35 77 2016
08/03/2016 14:06 08/03/2016 13:47 08/03/2016 16:30 2.7 1.62 39 2016
08/02/2016 16:23 08/02/2016 15:56 08/02/2016 17:54 2.0 3.28 135 2016
01/07/2016 12:55 01/07/2016 12:36 01/07/2016 15:35 3.0 1.67 41 2016
01/07/2016 07:59 01/07/2016 07:34 01/07/2016 10:22 2.8 2.40 80 2016
10/20/2015 05:08 10/20/2015 04:59 10/20/2015 10:07 5.1 2.25 72 2016
08/23/2015 18:12 08/23/2015 17:59 08/23/2015 19:19 1.3 1.00 13 2015
07/03/2015 21:56 07/03/2015 21:54 07/03/2015 22:42 0.8 0.90 9 2015
10/09/2014 05:51 10/09/2014 05:13 10/09/2014 08:10 2.9 2.00 58 2015
09/27/2014 15:19 09/27/2014 14:51 09/27/2014 17:41 2.8 1.40 29 2014
09/08/2014 03:50 09/08/2014 03:19 09/08/2014 09:49 6.5 4.90 252 2014
08/19/2014 07:21 08/19/2014 06:47 08/19/2014 15:27 8.7 4.90 252 2014
03/01/2014 19:54 03/01/2014 19:33 03/01/2014 23:37 4.1 1.20 20 2014
03/01/2014 12:16 03/01/2014 11:39 03/01/2014 17:06 5.5 0.80 6 2014
12/20/2013 01:39 12/20/2013 01:39 12/20/2013 04:55 3.3 0.85 8 2014
11/23/2013 02:02 11/22/2013 20:24 11/23/2013 10:50 14.4 1.10 16 2014
11/22/2013 04:50 11/22/2013 03:41 11/22/2013 10:50 7.2 0.85 8 2014
09/10/2013 14:53 09/10/2013 14:20 09/10/2013 16:38 2.3 1.30 24 2013
09/09/2013 12:00 09/09/2013 11:40 09/09/2013 16:38 5.0 1.60 38 2013
07/21/2013 11:55 07/21/2013 11:27 07/21/2013 16:30 5.1 4.30 206 2013
09/07/2012 11:04 09/07/2012 11:04 09/07/2012 11:40 0.6 0.75 5 2012
08/23/2012 02:42 08/23/2012 02:09 08/23/2012 04:26 2.3 3.95 181 2012
07/29/2012 19:34 07/29/2012 19:19 07/29/2012 22:10 2.9 1.50 33 2012
07/21/2012 19:07 07/21/2012 18:46 07/22/2012 02:00 7.2 2.35 77 2012
07/11/2011 04:17 07/11/2011 03:48 07/11/2011 05:31 1.7 3.40 143 2011
07/05/2011 21:35 07/05/2011 21:33 07/06/2011 02:23 4.8 0.75 5 2011
12/29/2010 16:59 12/29/2010 16:59 12/29/2010 18:58 2.0 0.70 4 2011
12/23/2010 00:10 12/22/2010 20:32 12/23/2010 01:55 5.4 0.90 9 2011
10/21/2010 07:54 10/21/2010 07:54 10/21/2010 09:44 1.8 0.80 6 2011
10/05/2010 17:59 10/05/2010 13:39 10/05/2010 20:49 7.2 1.45 31 2011
03/07/2010 17:08 03/07/2010 16:51 03/07/2010 18:58 2.1 2.25 72 2010
02/28/2010 01:59 02/28/2010 01:50 02/28/2010 11:07 9.3 0.95 11 2010
01/21/2010 21:00 01/21/2010 18:17 01/22/2010 09:07 14.8 4.30 206 2010
01/21/2010 13:17 01/21/2010 11:27 01/21/2010 16:02 4.6 1.05 14 2010
01/21/2010 04:02 01/21/2010 03:52 01/21/2010 05:46 1.9 1.20 20 2010
01/19/2010 22:19 01/19/2010 19:46 01/19/2010 23:20 3.6 1.05 14 2010
08/13/2009 04:55 08/13/2009 04:55 08/13/2009 06:27 1.5 0.70 35 2009
02/09/2009 20:59 02/09/2009 19:55 02/09/2009 23:00 3.1 0.90 37 2009
12/26/2008 03:06 12/26/2008 02:06 12/26/2008 04:54 2.8 0.90 37 2009
09/09/2008 21:07 09/09/2008 20:33 09/09/2008 23:01 2.5 1.50 55 2008
08/25/2008 21:03 08/25/2008 20:20 08/25/2008 22:41 2.4 2.30 83 2008
08/05/2008 22:34 08/05/2008 22:34 08/05/2008 22:50 0.3 0.70 35 2008
01/27/2008 17:23 01/27/2008 13:33 01/28/2008 01:00 11.5 1.40 52 2008
12/08/2007 02:38 12/08/2007 01:31 12/08/2007 03:48 2.3 0.80 37 2008
12/01/2007 00:15 11/30/2007 23:33 12/01/2007 11:10 11.6 4.25 207 2008
11/30/2007 17:30 11/30/2007 15:55 11/30/2007 21:05 5.2 3.20 131 2008
09/01/2007 18:47 09/01/2007 18:41 09/01/2007 19:26 0.8 0.80 37 2007
10/08/2006 22:45 10/08/2006 22:45 10/08/2006 23:28 0.7 0.70 35 2007
09/09/2006 09:39 09/09/2006 08:53 09/09/2006 12:39 3.8 1.25 47 2006
09/07/2006 01:13 09/07/2006 01:13 09/07/2006 02:02 0.8 0.70 35 2006
08/24/2006 12:40 08/24/2006 12:39 08/24/2006 12:48 0.2 0.70 35 2006
07/30/2006 00:57 07/30/2006 00:57 07/30/2006 03:39 2.7 0.70 35 2006

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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 Insurance Study
2-year 5-year 10-year 20-year 50-year 100-year 200-year 500-year
----- ----- ----- ----- ----- 1,787 ----- -----
USGS StreamStats Flood Flow Frequency
2-year 5-year 10-year 25-year 50-year 100-year 200-year 500-year
Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=16, 2006-2021
2-year 5-year 10-year 20-year 50-year 100-year 200-year 500-year

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)		 Additional Information
1 0.77 Located on upstream side of culverts

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