Skunk Tank Wash - ID # 4888

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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 Flow Frequency | Site Precip Data

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
4888 0.50 feet 0.50 feet Gage Height 03/02/2006 -- Current

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SITE DATA

STATUS Active
LOCATION Located on 7th Avenue about 1/4 mile south of Desert Hills Drive
DRAINAGE AREA 1.3 mi2 (from USGS Streamstats)
STREAM TYPE Culvert on natural stream
JURISDICTION Maricopa County, Arizona
WATERSHED Skunk Creek
SECTION/TOWNSHIP/RANGE S29 T6N R3E
LATITUDE N 33° 50' 23.8"  |  +33.83995
LONGITUDE W 112° 04' 57.8"  |  -112.08271
ARIZONA STATE PLANE E 649576  | N 1033251
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 10/01/2018) 12.58 Years | 4,596 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 0
ZERO GAGE HEIGHT ELEVATION 0.00 feet Gage Height
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 277 cfs | 7.20 feet | 08/19/2014

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BRIEF RATING

Current Rating = #1 - Applied since 03/02/2006
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.90 0 7.71 500
3.93 100 7.94 700
5.86 200 8.23 1,000
7.30 283    

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 6.02 209 07/14/2018
2017 4.84 144 01/01/2017
2016 6.60 241 10/20/2015
2015 None 0 None
2014 7.20 277 08/19/2014
2013 5.30 168 07/26/2013
2012 6.95 262 08/23/2012
2011 2.55 2 07/11/2011
2010 6.10 213 01/21/2010
2009 1.30 3 02/09/2009
2008 4.20 112 12/01/2007
2007 1.70 29 09/01/2007
2006 5.30 169 08/24/2006

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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
               
07/30/2018 20:06 07/30/2018 20:01 07/30/2018 21:08 1.1 3.52 85 2018
07/14/2018 14:52 07/14/2018 14:27 07/14/2018 15:53 1.4 6.02 209 2018
07/31/2017 18:24 07/31/2017 18:15 07/31/2017 19:29 1.2 4.40 122 2017
01/21/2017 01:35 01/21/2017 01:08 01/21/2017 03:12 2.1 2.84 63 2017
01/20/2017 20:48 01/20/2017 20:02 01/20/2017 22:20 2.3 1.81 32 2017
01/01/2017 07:52 01/01/2017 07:05 01/01/2017 09:42 2.6 4.84 144 2017
12/22/2016 11:14 12/22/2016 10:39 12/22/2016 12:31 1.9 4.70 136 2017
12/22/2016 04:50 12/22/2016 04:48 12/22/2016 05:25 0.6 1.42 21 2017
08/27/2016 06:23 08/27/2016 06:00 08/27/2016 07:32 1.5 2.70 59 2016
08/20/2016 18:36 08/20/2016 18:29 08/20/2016 19:43 1.2 3.34 79 2016
08/02/2016 16:34 08/02/2016 16:11 08/02/2016 17:32 1.4 4.96 150 2016
01/06/2016 04:32 01/06/2016 04:32 01/06/2016 06:00 1.5 2.03 40 2016
01/06/2016 00:35 01/05/2016 23:55 01/06/2016 01:41 1.8 2.17 44 2016
10/21/2015 17:03 10/21/2015 16:46 10/21/2015 17:59 1.2 3.00 68 2016
10/20/2015 12:13 10/20/2015 11:28 10/20/2015 13:14 1.8 6.60 241 2016
10/06/2015 14:41 10/06/2015 14:36 10/06/2015 15:16 0.7 1.70 29 2016
09/27/2014 15:29 09/27/2014 15:25 09/27/2014 16:44 1.3 3.15 73 2014
09/08/2014 04:03 09/08/2014 03:28 09/08/2014 05:07 1.7 6.65 244 2014
08/19/2014 12:04 08/19/2014 11:46 08/19/2014 13:16 1.5 3.15 73 2014
08/19/2014 07:32 08/19/2014 06:49 08/19/2014 09:09 2.3 7.20 277 2014
08/11/2014 21:30 08/11/2014 21:30 08/11/2014 21:54 0.4 1.75 30 2014
07/27/2014 00:21 07/27/2014 00:21 07/27/2014 01:05 0.7 3.65 90 2014
03/01/2014 21:40 03/01/2014 20:57 03/01/2014 23:18 2.4 2.90 65 2014
03/01/2014 20:15 03/01/2014 20:14 03/01/2014 20:50 0.6 1.40 20 2014
11/23/2013 02:02 11/23/2013 01:12 11/23/2013 03:42 2.5 1.55 24 2014
09/10/2013 15:03 09/10/2013 14:59 09/10/2013 16:02 1.1 2.15 43 2013
09/09/2013 07:08 09/09/2013 07:02 09/09/2013 08:12 1.2 3.30 78 2013
08/24/2013 03:46 08/24/2013 03:22 08/24/2013 05:11 1.8 3.60 88 2013
07/26/2013 23:12 07/26/2013 22:50 07/27/2013 00:14 1.4 5.30 168 2013
07/21/2013 12:08 07/21/2013 11:47 07/21/2013 13:29 1.7 3.80 95 2013
03/08/2013 21:57 03/08/2013 21:26 03/08/2013 23:32 2.1 3.15 73 2013
03/08/2013 09:55 03/08/2013 09:34 03/08/2013 10:43 1.2 2.60 56 2013
02/20/2013 16:36 02/20/2013 16:32 02/20/2013 16:47 0.3 1.35 7 2013
12/15/2012 12:23 12/15/2012 12:23 12/15/2012 12:57 0.6 1.40 20 2013
12/14/2012 02:09 12/14/2012 01:46 12/14/2012 03:22 1.6 3.75 94 2013
08/23/2012 02:49 08/23/2012 02:05 08/23/2012 04:22 2.3 6.95 262 2012
08/16/2012 23:21 08/16/2012 23:17 08/17/2012 00:23 1.1 2.45 52 2012
07/29/2012 19:56 07/29/2012 19:35 07/29/2012 21:10 1.6 4.65 134 2012
07/21/2012 19:28 07/21/2012 19:22 07/21/2012 20:23 1.0 2.20 44 2012
11/07/2011 12:37 11/07/2011 12:36 11/07/2011 13:55 1.3 2.15 43 2012
07/11/2011 04:31 07/11/2011 04:31 07/11/2011 04:51 0.3 2.55 2 2011
10/05/2010 18:20 10/05/2010 16:51 10/05/2010 21:48 5.0 2.30 1 2011
01/21/2010 20:58 01/21/2010 18:03 01/21/2010 22:54 4.9 6.10 213 2010
01/21/2010 03:45 01/21/2010 03:43 01/21/2010 04:57 1.2 2.65 2 2010
02/09/2009 20:54 02/09/2009 20:54 single report 0.0 1.30 3 2009
09/09/2008 21:10 09/09/2008 20:48 09/09/2008 22:06 1.3 3.80 95 2008
08/25/2008 21:03 08/25/2008 20:48 08/25/2008 22:04 1.3 2.35 49 2008
01/27/2008 17:30 01/27/2008 13:18 01/28/2008 01:21 12.1 3.30 78 2008
12/01/2007 00:14 11/30/2007 23:02 12/01/2007 12:22 13.3 4.20 112 2008
11/30/2007 17:21 11/30/2007 16:20 11/30/2007 20:13 3.9 3.65 90 2008
09/01/2007 19:12 09/01/2007 19:05 09/01/2007 20:13 1.1 1.70 29 2007
03/22/2007 23:05 03/22/2007 22:40 03/23/2007 00:26 1.8 1.45 21 2007
09/09/2006 09:22 09/09/2006 09:08 09/09/2006 11:52 2.7 4.70 137 2006
09/07/2006 01:17 09/07/2006 00:40 09/07/2006 03:26 2.8 3.45 83 2006
08/24/2006 10:28 08/24/2006 09:55 08/24/2006 12:04 2.2 5.30 169 2006

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=13, Period of Record 2006 - 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
70 317 638 1,090 1,900 2,680

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