Sols Wash at SR71 - ID # 5276

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Page Last Updated: 17 December 2018


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ID History | Site Data | Travel Times | Brief Rating | Water Year Peaks | Runoff History | Flood Frequency |  | Staff Gages | Site Precip Data

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
5276 0.30 feet 2,738.04 feet NAVD88 10/01/2017 -- Current
5276 0.30 feet 2,736.21 feet M.S.L. 09/12/2001 -- Current

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SITE DATA

STATUS Active
LOCATION Located 1/2 mile west of US93 on SR71
DRAINAGE AREA 0.9 mi2
STREAM TYPE Natural Stream
JURISDICTION Yavapai County, Arizona
WATERSHED Lower Hassayampa
SECTION/TOWNSHIP/RANGE S14 T9N R7W
LATITUDE N 34° 07' 06.7"  |  +34.11853
LONGITUDE W 112° 57' 45.8"  |  -112.96272
ARIZONA STATE PLANE E 383448  | N 1136141
USGS QUAD SHEET Congress SW 7.5-Minute
STREAMGAGE INSTALLATION DATE 09/12/2001 - WY 2001
PERIOD OF AVAILABLE DATA RECORD 09/12/2001 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 17.05 Years | 6,228 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.30 feet Gage Height
STAFF GAGES 1
CREST STAGE GAGES 0
ZERO GAGE HEIGHT ELEVATION 2,737.740 feet NAVD88
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 608 cfs | 2.59 feet | 06/16/2018

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TRAVEL TIMES

To Sols Wash near Matthie (7043), about 5 miles downstream
Discharge (cfs) Gage Height (feet) Time (hours)
200 1.26 4.4
500 2.30 3.2
1,000 3.42 2.4

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BRIEF RATING

Current Rating = #1 - Applied since 09/12/2001
Elevation
feet
Gage Height
Elevation
feet
NAVD88
Discharge
(cfs)
0.00 2,256.15 0
0.60 2,738.34 60
0.79 2,738.53 100
1.26 2,739.00 200
1.67 2,739.41 300
2.00 2,739.74 400
2.30 2,740.04 500
3.04 2,740.78 800
3.42 2,741.16 1,000

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 2.59 608 06/16/2018
2017 None 0 None
2016 1.47 251 08/22/2016
2015 0.78 97 07/31/2015
2014 2.00 400 09/27/2014
2013 2.20 466 09/10/2013
2012 1.20 187 08/21/2012
2011 None 0 None
2010 0.70 81 01/21/2010
2009 1.15 176 08/22/2009
2008 1.83 346 08/09/2008
2007 1.75 324 07/31/2007
2006 1.02 150 09/09/2006
2005 1.12 171 12/29/2004
2004 1.20 187 09/19/2004
2003 0.78 97 02/13/2003
2002 0.38 26 10/07/2001
2001 (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
               
06/16/2018 08:42 06/16/2018 06:35 06/16/2018 09:18 2.7 2.59 608 2018
08/22/2016 12:35 08/22/2016 12:21 08/22/2016 13:46 1.4 1.47 251 2016
10/20/2015 10:16 10/20/2015 10:16 10/20/2015 18:00 7.7 0.52 48 2016
10/19/2015 22:08 10/19/2015 21:58 10/20/2015 00:00 2.0 0.92 127 2016
08/29/2015 13:43 08/29/2015 13:37 08/29/2015 17:28 3.9 0.68 76 2015
07/31/2015 15:06 07/31/2015 14:50 07/31/2015 17:29 2.7 0.78 97 2015
09/27/2014 15:17 09/27/2014 13:13 09/27/2014 16:33 3.3 2.00 400 2014
09/08/2014 05:07 09/08/2014 05:02 09/08/2014 05:27 0.4 0.50 45 2014
08/19/2014 13:05 08/19/2014 12:52 08/19/2014 15:51 3.0 1.50 258 2014
08/12/2014 20:43 08/12/2014 19:37 08/12/2014 21:35 2.0 0.60 60 2014
09/10/2013 11:29 09/10/2013 11:04 09/10/2013 13:30 2.4 2.20 466 2013
09/09/2013 11:39 09/09/2013 11:06 09/09/2013 12:21 1.3 1.72 316 2013
09/02/2013 14:37 09/02/2013 14:33 09/02/2013 14:43 0.2 0.50 45 2013
08/31/2013 23:47 08/31/2013 23:24 09/01/2013 00:40 1.3 1.20 187 2013
08/29/2013 20:12 08/29/2013 18:48 08/29/2013 21:25 2.6 1.90 369 2013
08/24/2013 06:58 08/24/2013 05:17 08/24/2013 08:45 3.5 2.12 441 2013
09/07/2012 16:59 09/07/2012 16:59 09/07/2012 17:15 0.3 0.70 81 2012
08/22/2012 16:42 08/22/2012 16:27 08/22/2012 17:36 1.2 0.92 129 2012
08/21/2012 16:59 08/21/2012 16:23 08/21/2012 18:40 2.3 0.70 187 2012
07/14/2012 18:30 07/14/2012 17:15 07/14/2012 19:15 2.0 0.58 56 2012
01/21/2010 21:32 01/21/2010 19:19 01/21/2010 22:03 2.7 0.70 81 2010
09/05/2009 10:49 09/05/2009 10:49 09/05/2009 12:12 1.4 0.57 56 2009
09/04/2009 17:30 09/04/2009 17:26 09/04/2009 17:57 0.4 0.93 129 2009
08/22/2009 10:20 08/22/2009 10:05 08/22/2009 12:03 2.0 1.15 176 2009
09/09/2008 18:29 09/09/2008 18:23 09/09/2008 18:50 0.5 0.65 70 2008
08/09/2008 16:28 08/09/2008 15:30 08/09/2008 17:25 1.9 1.83 346 2008
12/01/2007 05:53 12/01/2007 05:45 12/01/2007 06:32 0.8 0.78 97 2008
07/31/2007 17:09 07/31/2007 16:19 07/31/2007 18:21 2.0 1.75 324 2007
09/09/2006 06:22 09/09/2006 06:15 09/09/2006 08:50 2.6 1.02 150 2006
07/30/2005 19:21 07/30/2005 19:21 single report 0.0 0.40 27 2005
12/29/2004 11:26 12/29/2004 09:20 12/29/2004 14:25 5.1 1.12 171 2005
11/22/2004 03:56 11/22/2004 03:37 11/22/2004 06:50 3.2 0.60 60 2005
10/21/2004 10:44 10/21/2004 10:44 10/21/2004 11:08 0.4 0.65 70 2005
09/19/2004 10:05 09/19/2004 09:53 09/19/2004 12:02 2.1 1.20 187 2004
08/13/2004 22:23 08/13/2004 22:23 single report 0.0 0.33 22 2004
02/13/2003 18:19 02/13/2003 18:00 02/13/2003 19:10 1.2 0.78 97 2003
10/07/2001 23:13 10/07/2001 23:13 single report 0.0 0.38 26 2002

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=17, Period of Record 2002 - 2018
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
***NOTE: Because of the limited data record, Flood Flow Frequency data are for information only and should not be considered valid for regulation***
Please consult the appropriate regulatory agency or consult with a qualified private consultant for further analysis.
2-year 5-year 10-year 20-year 50-year 100-year
179 322 434 554 725 866

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STAFF GAGES

Staff Gage Range Staff Gage Information
0 - 3 On pier with transducer

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