Bullard Wash - ID # 6863

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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 | Crest Gages

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
6863 0.19 feet 906.69 feet M.S.L. 03/30/2000 -- Current

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SITE DATA

STATUS Permanently removed from service on 12/13/2017
LOCATION Located north of the Gila River and east of Estrella Parkway
DRAINAGE AREA 44.7 mi2
STREAM TYPE Engineered Channel
JURISDICTION Goodyear, Arizona
WATERSHED White Tanks A
SECTION/TOWNSHIP/RANGE S29 T1N R1W
LATITUDE N 33° 23' 51.1"  |  +33.39754
LONGITUDE W 112° 23' 13.6"  |  -112.38712
ARIZONA STATE PLANE E 556422  | N 872497
USGS QUAD SHEET Perryville 7.5-Minute
STREAMGAGE INSTALLATION DATE 03/30/2000 - WY 2000
PERIOD OF AVAILABLE DATA RECORD 03/30/2000 - 12/13/2017
LENGTH OF AVAILABLE DATA RECORD (AS OF 12/13/2017) 17.71 Years | 6,467 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.19 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 1
ZERO GAGE HEIGHT ELEVATION 906.50 feet M.S.L.
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 347 cfs | 1.29 feet | 08/02/2005

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BRIEF RATING

Current Rating = #1 - Applied since 03/30/2000
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.00 0 2.09 750
0.42 50 2.50 1,000
0.62 100 3.90 2,000
1.06 250 5.09 3,000
1.62 500 5.30 3,200

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2018      
2017 1.09 262 07/24/2017
2016 None 0 None
2015 0.36 30 09/14/2015
2014 0.94 206 09/08/2014
2013 0.42 48 09/09/2013
2012 None 0 None
2011 None 0 None
2010 1.01 231 01/22/2010
2009 None 0 None
2008 0.44 55 01/28/2008
2007 0.26 7 03/23/2007
2006 0.54 80 09/02/2006
2005 1.29 347 08/02/2005
2004 None 0 None
2003 0.79 154 02/14/2003
2002 0.47 61 07/22/2002
2001 1.04 243 10/27/2000
2000 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
               
07/24/2017 10:51 07/24/2017 09:30 07/24/2017 15:40 6.2 1.09 262 2017
09/14/2015 01:35 09/14/2015 01:35 09/14/2015 03:12 1.6 0.36 30 2015
09/27/2014 15:20 09/27/2014 15:12 09/28/2014 21:25 30.2 0.74 138 2014
09/08/2014 12:47 09/08/2014 05:56 09/09/2014 03:23 21.5 0.94 206 2014
09/09/2013 19:36 09/09/2013 19:32 09/09/2013 23:37 4.1 0.42 48 2013
02/24/2010 14:07 02/24/2010 08:07 02/24/2010 15:00 6.9 0.41 46 2010
01/22/2010 02:49 01/21/2010 13:28 01/22/2010 14:08 24.7 1.01 231 2010
01/28/2008 12:07 01/28/2008 09:30 01/29/2008 00:07 14.6 0.44 55 2008
12/01/2007 18:31 12/01/2007 18:31 single report 0.0 0.24 4 2008
11/30/2007 16:43 11/30/2007 16:43 single report 0.0 0.29 12 2008
03/23/2007 00:41 03/23/2007 00:41 single report 0.0 0.26 7 2007
09/02/2006 21:24 09/02/2006 21:12 09/03/2006 04:51 7.7 0.54 80 2006
08/10/2006 21:38 08/10/2006 21:38 08/11/2006 04:51 7.2 0.29 12 2006
08/02/2005 23:06 08/02/2005 19:28 08/03/2005 13:28 18.0 1.29 347 2005
02/24/2005 01:25 02/23/2005 23:50 02/24/2005 05:01 5.2 0.41 48 2005
02/14/2003 05:44 02/14/2003 05:09 02/14/2003 18:09 13.0 0.79 154 2003
07/22/2002 15:58 07/22/2002 12:59 07/22/2002 17:33 4.6 0.47 61 2002
07/14/2002 22:44 07/14/2002 22:44 07/14/2002 23:08 0.4 0.39 39 2002
10/06/2001 16:53 10/06/2001 16:51 10/06/2001 18:31 1.7 0.41 48 2002
10/27/2000   Data Unavailable Data Unavailable   1.04 243 2001

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on 1995 Flood Insurance Study
(At Lower Buckeye Road, 1.5 miles upstream)
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
100-year
4,906

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 0.79 Located on left bank near the level sensor

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