Sols Wash near Matthie - ID # 7043

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Page Last Updated: 17 December 2018


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

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
7043 0.37 feet 2,230.91 feet NAVD 1988 10/01/2001 -- Current
7043 0.48 feet 2,231.11 feet NAVD 1988 04/26/2001 -- 09/30/2001
7043 0.00 feet 2,229.65 feet NAVD 1988 08/04/1995 -- 04/26/2001

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SITE DATA

STATUS Active
LOCATION Located along the railroad about 1 mile west of Vulture Mine Road
DRAINAGE AREA 118.5 mi2
STREAM TYPE Natural Stream
JURISDICTION Wickenburg, Arizona
WATERSHED Lower Hassayampa
SECTION/TOWNSHIP/RANGE S32 T8N R5W
LATITUDE N 33° 59' 14.8"  |  +33.98743
LONGITUDE W 112° 47' 34.7"  |  -112.79296
ARIZONA STATE PLANE E 424377  | N 1087949
USGS QUAD SHEET Vulture Peak 7.5-Minute
STREAMGAGE INSTALLATION DATE 08/04/1995 - WY 1995
PERIOD OF AVAILABLE DATA RECORD 08/04/1995 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 23.16 Years | 8,459 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Non-submersible Pressure Transducer
STAGE GAGE ELEVATION 0.37 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 1
ZERO GAGE HEIGHT ELEVATION 2,230.537 feet NAVD 1988
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 10,792 cfs | 5.15 feet | 10/21/2000

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BRIEF RATING

Current Rating = #3 - Applied since 10/01/2001
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.0 0 3.0 2,000
1.0 220 3.5 3,000
1.3 300 4.4 5,240
1.8 565 5.25 7,600
2.6 1,266 6.16 10,830

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 1.23 281 08/25/2018
2017 3.65 3,326 07/18/2017
2016 1.79 559 08/20/2016
2015 4.40 5,240 07/18/2015
2014 1.98 705 08/25/2014
2013 2.51 1,175 09/10/2013
2012 3.98 4,123 07/14/2012
2011 None 0 None
2010 1.31 690 01/21/2010
2009 1.24 282 09/05/2009
2008 1.91 644 08/25/2008
2007 1.59 441 07/25/2007
2006 1.11 249 08/09/2006
2005 1.46 376 07/30/2005
2004 None 0 None
2003 2.68 1,400 08/14/2003
2002 1.26 289 09/07/2002
2001 5.15 10,792 10/21/2000
2000 3.40 5,240 08/29/2000
1999 0.80 528 07/18/1999
1998 0.28 299 08/12/1998
1997 4.70 7,978 09/26/1997
1996 0.70 119 07/27/1996
1995 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
               
08/25/2018 16:47 08/25/2018 16:42 08/26/2018 02:49 10.1 1.23 281 2018
08/17/2018 15:23 08/17/2018 15:20 08/17/2018 16:43 1.4 0.88 204 2018
06/16/2018 12:35 06/16/2018 12:29 06/16/2018 15:00 2.5 0.62 160 2018
08/10/2017 19:48 08/10/2017 19:33 08/10/2017 21:00 1.5 1.13 256 2017
07/18/2017 22:11 07/18/2017 22:11 07/18/2017 23:03 0.9 0.83 197 2017
07/18/2017 19:56 07/18/2017 18:50 07/18/2017 21:22 2.5 3.65 3,326 2017
07/15/2017 19:30 07/15/2017 18:12 07/16/2017 03:00 8.8 1.12 254 2017
08/20/2016 20:43 08/20/2016 20:15 08/21/2016 00:00 3.8 1.79 559 2016
07/31/2016 23:02 07/31/2016 22:12 08/01/2016 00:00 1.8 1.05 234 2016
07/18/2015 19:26 07/18/2015 17:58 07/18/2015 23:23 5.4 4.40 5,240 2015
06/29/2015 20:29 06/29/2015 20:21 06/29/2015 21:52 1.5 1.47 384 2015
10/09/2014 12:24 10/09/2014 12:14 10/09/2014 13:19 1.1 2.88 1,767 2015
09/27/2014 14:56 09/27/2014 14:54 09/27/2014 15:55 1.0 0.74 182 2014
09/09/2014 00:23 09/09/2014 00:07 09/09/2014 08:08 8.0 1.78 556 2014
08/25/2014   Data Unavailable Data Unavailable   1.98 705 2014
08/19/2014 18:55 08/19/2014 18:33 08/19/2014 22:47 4.2 1.16 263 2014
08/03/2014 18:59 08/03/2014 18:59 08/03/2014 19:40 0.7 0.48 123 2014
09/10/2013 16:47 09/10/2013 12:15 09/10/2013 19:57 7.7 2.51 1,175 2013
09/10/2013 08:29 09/10/2013 08:29 09/10/2013 08:52 0.4 0.54 139 2013
09/01/2013 01:54 09/01/2013 01:52 09/01/2013 05:52 4.0 1.21 277 2013
08/29/2013 23:41 08/29/2013 20:36 08/30/2013 04:04 7.5 1.94 665 2013
08/26/2013 21:54 08/26/2013 21:17 08/27/2013 05:52 8.6 2.21 893 2013
08/24/2013 10:48 08/24/2013 06:27 08/24/2013 14:52 8.4 1.44 366 2013
07/14/2012 18:23 07/14/2012 17:29 07/15/2012 02:10 8.7 3.98 4,123 2012
01/21/2010 21:39 01/21/2010 13:47 01/22/2010 02:23 12.6 1.31 690 2010
09/05/2009 17:07 09/05/2009 17:02 09/05/2009 21:46 4.7 1.24 282 2009
11/27/2008 02:54 11/27/2008 02:54 Single report 0.0 0.46 69 2009
08/25/2008 21:06 08/25/2008 20:30 08/26/2008 01:47 5.3 1.91 644 2008
08/01/2007 18:26 08/01/2007 17:31 08/02/2004 01:43 8.2 1.41 351 2007
07/25/2007 14:33 07/25/2007 12:54 07/25/2007 21:56 9.0 1.59 441 2007
09/09/2006 08:49 09/09/2006 08:08 09/09/2006 05:58 9.8 1.11 249 2006
08/12/2006 00:18 08/12/2006 00:02 08/12/2006 05:57 5.9 0.99 215 2006
08/09/2006 18:25 08/09/2006 18:21 08/09/2006 20:57 2.6 1.11 249 2006
07/30/2005 20:24 07/30/2005 18:32 07/30/2005 22:44 4.2 1.46 376 2005
01/04/2005 04:49 01/04/2005 04:34 01/04/2005 08:37 4.1 1.09 242 2005
11/22/2004 06:52 11/22/2004 05:27 11/22/2004 12:42 7.3 1.36 328 2005
09/04/2003 19:18 09/04/2003 18:28 09/04/2003 21:08 2.7 2.49 1,146 2003
08/14/2003 23:13 08/14/2003 22:33 08/15/2003 02:53 4.5 2.68 1,400 2003
08/13/2003 22:02 08/13/2003 21:57 08/13/2003 22:17 0.3 0.71 132 2003
02/14/2003 04:02 02/14/2003 03:27 02/14/2003 06:37 3.2 1.13 256 2003
09/07/2002 12:22 09/07/2002 12:02 09/07/2002 14:07 2.1 1.26 289 2002
10/28/2000 02:23 10/28/2000 02:23 10/28/2003 10:05 0.3 0.62 531 2001
10/27/2000 14:23 10/27/2000 12:17 10/28/2000 00:24 12.1 3.22 4,772 2001
10/21/2000 21:22 10/21/2000 20:56 10/23/2000 17:35 44.7 5.15 10,792 2001
10/21/2000 20:07 10/21/2000 20:07 10/21/2000 20:17 0.2 1.25 995 2001
08/29/2000 14:53 08/29/2000 09:05 08/29/2000 19:03 10.0 3.40 5,240 2000
08/27/2000 07:08 08/27/2000 07:03 08/27/2000 08:53 1.8 0.80 565 2000
07/18/1999 22:29 07/18/1999 22:22 07/19/1999 05:44 7.4 0.80 528 1999
07/15/1999 06:08 07/15/1999 06:07 07/15/1999 09:09 3.0 0.65 468 1995
08/12/1998 18:38 08/12/1998 18:02 08/12/1998 19:00 1.0 0.28 299 1998
09/26/1997 04:14 09/25/1997 17:48 09/26/1997 11:19 17.5 4.70 7,978 1997

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Computed by FEMA, September 1995
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
10-year 50-year 100-year
4,800 9,800 12,250
Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=24, 1995-2018
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
678 2,290 4,440 7,780 14,900 23,100

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 2.86 Located near right bank

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