Casandro Wash - ID # 7093

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Page Last Updated: 03 December 2018


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

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
7093 0.75 feet 2,242.486 feet NAVD88 03/15/2006 -- Current
7093 0.15 feet 0.15 feet gage height 08/13/1998 -- 03/15/2006
7093 0.13 feet 0.13 feet gage height 03/27/1997 -- 08/13/1998
7093 0.15 feet 0.15 feet gage height 07/12/1994 -- 03/27/1997

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SITE DATA

STATUS Active
LOCATION Located near the intersection of Lazy Fox Road and US 60
DRAINAGE AREA 0.58 mi2
STREAM TYPE Culvert / Natural Stream
JURISDICTION Wickenburg, Arizona
WATERSHED Lower Hassayampa
SECTION/TOWNSHIP/RANGE S10 T7N R5W
LATITUDE N 33° 57' 43.3"  |  +33.96204
LONGITUDE W 112° 45' 55.0"  |  -112.76528
ARIZONA STATE PLANE E 442700  | N 1078641
USGS QUAD SHEET Vulture Peak 7.5-Minute
STREAMGAGE INSTALLATION DATE 07/12/1994 - WY 1994
PERIOD OF AVAILABLE DATA RECORD 07/12/1994 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 24.22 Years | 8,847 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.73 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 1
ZERO GAGE HEIGHT ELEVATION 2,241.736 feet NAVD88
POINT OF ZERO FLOW 1.24 feet Gage Height
EXTREME FOR PERIOD OF RECORD 667 cfs | 8.00 feet | 07/18/2015

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BRIEF RATING

Current Rating = #4 - Applied since 03/15/2006
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.00 0 4.55 320
1.23 0 5.26 400
1.94 80 6.63 560
2.94 160 8.38 720
3.79 240 9.02 800

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 1.87 32 07/12/2018
2017 2.66 137 08/10/2017
2016 3.20 184 07/31/2016
2015 8.00 668 07/18/2015
2014 5.68 449 08/03/2014
2013 4.53 318 08/26/2013
2012 5.66 446 07/14/2012
2011 None 0 None
2010 2.18 99 01/19/2010
2009 2.08 91 11/27/2008
2008 2.78 147 11/30/2007
2007 5.61 440 08/01/2007
2006 2.93 159 08/24/2006
2005 0.35 14 02/11/2005
2004 1.17 404 08/15/2004
2003 0.45 27 08/14/2003
2002 0.47 30 09/08/2002
2001 1.20 118 10/27/2000
2000 1.42 147 08/23/2000
1999 0.75 66 08/31/1999
1998 1.46 151 08/12/1998
1997 1.65 177 09/26/1997
1996 0.60 35 09/10/1996
1995 0.38 19 08/14/1995
1994 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
               
07/12/2018 16:00 07/12/2018 15:54 07/12/2018 16:15 0.4 1.87 32 2018
08/10/2017 18:38 08/10/2017 18:04 08/10/2017 19:42 1.6 2.66 137 2017
07/18/2017 19:11 07/18/2017 19:04 07/18/2017 20:00 0.9 2.46 121 2017
07/15/2017 18:21 07/15/2017 18:14 07/15/2017 18:43 0.5 1.81 14 2017
07/31/2016 21:23 07/31/2016 20:53 07/31/2016 22:10 1.3 3.20 184 2016
07/29/2016 21:49 07/29/2016 21:43 07/29/2016 22:36 0.9 2.03 87 2016
07/25/2016 19:48 07/25/2016 19:37 07/25/2016 20:09 0.5 2.00 85 2016
07/18/2015 18:18 07/18/2015 17:13 07/18/2015 19:52 2.7 8.00 668 2015
09/09/2014 00:06 09/08/2014 23:34 09/09/2014 00:42 1.1 3.33 196 2014
08/25/2014 19:16 08/25/2014 18:43 08/25/2014 19:51 1.1 4.98 368 2014
08/12/2014 20:44 08/12/2014 20:18 08/12/2014 21:51 1.6 3.10 175 2014
08/03/2014 17:53 08/03/2014 17:31 08/03/2014 18:49 1.3 5.68 449 2014
08/02/2014 17:10 08/02/2014 16:58 08/02/2014 18:19 1.4 1.96 81 2014
07/06/2014 15:31 07/06/2014 15:03 07/06/2014 16:32 1.5 5.56 434 2014
07/03/2014 22:15 07/03/2014 21:37 07/03/2014 22:52 1.3 2.88 155 2014
11/23/2013 00:00 11/22/2013 22:40 03/02/2014 12:52 16.6 1.88 0.8 2014
09/10/2013 08:39 09/10/2013 08:33 09/10/2013 09:07 0.6 2.96 161 2013
08/26/2013 21:03 08/26/2013 20:46 08/26/2013 21:49 1.1 4.53 318 2013
07/22/2013 17:24 07/22/2013 17:12 07/22/2013 18:08 0.9 3.50 212 2013
08/23/2012 02:04 08/23/2012 02:04 08/23/2012 02:43 0.7 1.93 70 2012
07/22/2012 19:14 07/22/2012 18:46 07/22/2012 19:45 1.0 2.06 89 2012
07/14/2012 17:47 07/14/2012 17:21 07/14/2012 18:34 1.2 5.66 446 2012
07/14/2012 09:47 07/14/2012 09:33 07/14/2012 10:19 0.8 2.33 110 2012
08/22/2010 00:38 08/22/2010 00:36 08/22/2010 00:54 0.3 1.88 37 2010
01/21/2010 14:04 01/21/2010 01:12 01/22/2010 04:35 27.4 1.98 83 2010
01/19/2010 20:59 01/19/2010 02:17 01/20/2010 02:55 24.6 2.18 99 2010
07/21/2009 19:51 07/21/2009 19:50 07/21/2009 19:58 0.1 1.75 6 2009
12/26/2008 00:09 12/26/2008 00:04 12/26/2008 01:16 1.2 1.78 9 2009
11/27/2008 01:16 11/27/2008 01:07 11/27/2008 02:26 1.3 2.08 91 2009
08/25/2008 20:52 08/25/2008 20:20 08/25/2008 21:42 1.4 2.73 143 2008
07/13/2008 15:19 07/13/2008 15:14 07/13/2008 15:45 0.5 1.88 37 2008
05/23/2008 13:43 05/23/2008 13:38 05/23/2008 14:34 0.9 1.86 26 2008
02/04/2008 00:11 02/04/2008 00:05 02/04/2008 01:11 1.1 1.90 51 2008
11/30/2007 23:17 11/30/2007 18:57 12/01/2007 00:09 5.2 2.78 147 2008
08/01/2007 16:22 08/01/2007 15:40 08/01/2007 17:21 1.7 5.61 440 2007
07/28/2007 18:32 07/28/2007 18:28 07/28/2007 19:30 1.0 2.43 118 2007
07/25/2007 12:51 07/25/2007 11:41 07/25/2007 13:56 2.3 4.83 351 2007
09/09/2006 07:29 09/09/2006 07:15 09/09/2006 08:22 1.1 2.61 132 2006
08/24/2006 12:47 08/24/2006 12:14 08/24/2006 13:13 1.0 2.93 159 2006
08/11/2006 23:24 08/11/2006 23:09 08/12/2006 00:24 1.3 2.45 120 2006
08/09/2006 16:41 08/09/2006 16:33 08/09/2006 19:20 2.8 1.73 4 2006
08/11/2005 12:30 08/11/2005 12:30 08/11/2005 13:31 1.0 0.28 7 2005
07/30/2005 17:57 07/30/2005 17:57 single report 0.0 0.25 5 2005
02/23/2005 18:43 02/23/2005 18:43 single report 0.0 0.25 5 2005
02/22/2005 13:01 02/22/2005 09:14 02/22/2005 15:14 6.0 0.28 7 2005
02/21/2005 00:10 02/19/2005 21:14 02/20/2005 01:20 4.1 0.28 7 2005
02/18/2005 16:06 02/18/2005 16:06 single report 0.0 0.25 5 2005
02/11/2005 21:13 02/11/2005 09:13 02/12/2005 01:40 16.5 0.35 14 2005
01/04/2005 13:23 01/04/2005 13:23 single report 0.0 0.25 5 2005
01/03/2005 20:02 01/03/2005 15:12 01/03/2005 21:12 6.0 0.28 7 2005
12/29/2004 10:23 12/29/2004 03:12 12/29/2004 11:32 8.3 0.28 7 2005
11/22/2004 06:11 11/22/2004 06:11 single report 0.0 0.25 5 2005
10/21/2004 11:23 10/21/2004 11:23 single report 0.0 0.25 5 2005
08/15/2004 16:46 08/15/2004 16:20 08/15/2004 17:34 1.2 1.17 404 2004
11/12/2003 17:19 11/12/2003 17:19 11/12/2003 18:24 1.1 0.25 5 2004
08/14/2003 22:13 08/14/2003 22:13 single report 0.0 0.25 5 2003
03/16/2003 14:33 03/16/2003 14:33 03/16/2003 15:51 1.3 0.25 5 2003
02/25/2003 18:18 02/25/2003 15:52 02/25/2003 21:52 6.0 0.38 17 2003
02/13/2003 21:52 02/13/2003 21:52 single report 0.0 0.25 5 2003
11/30/2002 04:18 11/30/2002 04:18 single report 0.0 0.25 5 2003
10/26/2002 14:00 10/26/2002 13:31 10/26/2002 15:51 2.3 0.45 27 2003
09/08/2002 19:45 09/08/2002 19:13 09/08/2002 21:53 2.7 0.47 30 2002
07/06/2001 05:11 07/06/2001 04:35 07/06/2001 05:48 1.2 0.70 61 2001
10/27/2000 12:41 10/27/2000 12:11 10/27/2000 13:34 1.4 1.20 118 2001
10/21/2000 20:29 10/21/2000 20:22 10/21/2000 21:41 1.3 0.82 74 2001
08/29/2000 13:44 08/29/2000 11:29 08/29/2000 14:41 3.2 1.42 147 2000
08/29/2000 09:28 08/29/2000 09:22 08/29/2000 11:01 1.7 1.20 118 2000
08/27/2000 09:45 08/27/2000 09:42 08/27/2000 11:52 2.2 0.88 80 2000
08/31/1999 16:50 08/31/1999 16:45 08/31/1999 17:14 0.5 0.75 66 1999
07/15/1999 04:53 07/15/1999 04:51 07/15/1999 05:15 0.4 0.55 42 1999
08/12/1998 19:00 08/12/1998 19:00 08/12/1998 19:15 0.3 1.465 151 1998
09/26/1997 04:30 09/26/1997 04:09 09/26/1997 07:00 2.9 1.65 177 1997
09/06/1997 01:00 09/06/1997 01:00 single report 0.0 0.38 18 1997
09/10/1996 23:39 09/10/1996 23:36 09/10/1996 23:55 0.3 0.60 35 1996
08/14/1995 22:45 08/14/1995 22:41 08/14/1995 23:00 0.3 0.38 19 1995

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Flood Insurance Study
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
10-year 50-year 100-year
50 500 800
Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=25, 1994-2018
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
***NOTE: Flood Flow Frequency data are for information only and should not be considered valid for regulation***
2-year 5-year 10-year 20-year 50-year 100-year
107 275 439 637 953 1,240

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 1.52 Located on upstream side of culvert

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