Hartman Wash - ID # 7063

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Page Last Updated: 16 July 2019


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

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
7063 0.00 feet 2,454.40 feet NAVD 1988 10/01/2016 -- Current
7063 0.05 feet 2,459.66 feet NAVD 1988 10/01/2000 -- 09/30/2016
7063 0.20 feet 2,491.39 feet M.S.L. 01/25/1996 -- 09/30/2000
7063 0.60 feet 2,491.79 feet M.S.L. 07/06/1994 -- 01/25/1996

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SITE DATA

STATUS Active
LOCATION About 3 miles west of Vulture Mine Road on US 60
DRAINAGE AREA 5.44 mi2
STREAM TYPE Natural Stream
JURISDICTION Wickenburg, Arizona
WATERSHED Lower Hassayampa
SECTION/TOWNSHIP/RANGE S15 T7N R6W
LATITUDE N 33° 57' 46.0"  |  +33.96277
LONGITUDE W 112° 49' 40.7"  |  -112.82798
ARIZONA STATE PLANE E 423672  | N 1079068
USGS QUAD SHEET Vulture Peak 7.5-Minute
STREAMGAGE INSTALLATION DATE 07/06/1994 - WY 1994
PERIOD OF AVAILABLE DATA RECORD 07/06/1994 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 06/01/2019) 24.90 Years | 9,096 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.00 feet Gage Height
STAFF GAGES 1
CREST STAGE GAGES 3
ZERO GAGE HEIGHT ELEVATION 2,454.403 feet NAVD 1988
POINT OF ZERO FLOW -0.1 feet Gage Height
EXTREME FOR PERIOD OF RECORD 3,400 cfs | 7.94 feet | 07/30/2005

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BRIEF RATING

Current Rating = #4 - Applied since 10/01/2004
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.0 0 3.6 1,000
1.0 130 5.0 1,600
2.1 400 6.0 2,100
2.3 500 7.0 2,700
3.0 720 7.95 3,400

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 2.31 503 08/02/2018
2017 2.71 626 07/15/2017
2016 2.22 467 08/04/2016
2015 6.62 2,465 07/18/2015
2014 3.25 832 09/09/2014
2013 1.05 143 09/10/2013
2012 2.82 663 07/14/2012
2011 None 0 None
2010 0.90 110 01/21/2010
2009 2.35 515 11/27/2008
2008 0.43 27 11/30/2007
2007 1.73 315 08/01/2007
2006 0.85 98 07/25/2006
2005 7.94 3,400 07/30/2005
2004 None 0 None
2003 1.42 256 09/04/2003
2002 None 0 None
2001 3.67 1,547 10/21/2000
2000 1.58 313 08/29/2000
1999 0.95 97 07/15/1999
1998 3.08 1,120 08/12/1998
1997 3.28 1,253 09/26/1997
1996 0.77 46 09/11/1996
1995 0.73 110 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
               
10/13/2018 10:05 10/13/2018 09:52 10/13/2018 10:27 0.6 0.59 58 2019
08/23/2018 20:28 08/23/2018 20:26 08/23/2018 21:22 0.9 0.86 103 2018
08/02/2018 21:33 08/02/2018 21:22 08/02/2018 23:29 2.1 2.31 503 2018
08/10/2017 19:02 08/10/2017 18:32 08/10/2017 21:02 2.5 2.06 404 2017
07/15/2017 18:54 07/15/2017 18:28 07/15/2017 19:55 1.5 2.71 626 2017
08/04/2016 15:51 08/04/2016 15:45 08/04/2016 18:00 2.3 2.22 467 2016
07/31/2016 21:23 07/31/2016 21:08 07/31/2016 22:44 1.6 2.02 392 2016
07/31/2015 15:33 07/31/2015 15:27 07/31/2015 17:43 2.3 2.20 459 2015
07/18/2015 18:55 07/18/2015 18:18 07/18/2015 20:12 1.9 6.62 2,465 2015
09/09/2014 00:16 09/08/2014 23:36 09/09/2014 01:45 2.2 3.25 832 2014
08/13/2014 00:06 08/12/2014 23:59 08/13/2014 00:39 0.7 0.60 22 2014
09/10/2013 12:24 09/10/2013 12:03 09/10/2013 13:25 1.4 1.05 143 2013
07/14/2012 17:57 07/14/2012 17:20 07/14/2012 19:12 1.9 2.82 663 2012
01/21/2010 17:44 01/21/2010 16:45 01/21/2010 19:53 3.1 0.90 110 2010
11/27/2008 01:31 11/27/2008 01:13 11/27/2008 04:10 3.0 2.35 515 2009
11/30/2007 23:45 11/30/2007 23:16 12/01/2007 12:04 12.8 0.43 27 2008
08/31/2007 19:21 08/31/2007 19:15 08/31/2007 20:01 0.8 0.68 65 2007
08/02/2007 09:56 08/02/2007 08:15 08/02/2007 10:05 1.8 0.55 45 2007
08/01/2007 16:53 08/01/2007 16:37 08/02/2007 00:30 7.9 1.73 315 2007
07/28/2007 18:59 07/28/2007 18:57 07/28/2007 19:13 0.3 0.38 21 2007
07/25/2007 13:07 07/25/2007 13:02 07/25/2007 13:43 0.7 0.98 124 2007
08/09/2006 17:13 08/09/2006 17:10 08/09/2006 18:31 1.3 0.57 48 2006
07/25/2006 21:31 07/25/2006 21:28 07/25/2006 22:25 1.0 0.85 98 2006
07/30/2005 18:19 07/30/2005 17:32 07/30/2005 21:24 3.9 7.94 3,400 2005
01/04/2005 04:40 01/04/2005 04:09 01/04/2005 06:15 2.1 1.85 347 2005
09/04/2003 19:00 09/04/2003 18:37 09/04/2003 19:54 1.3 1.80 132 2003
10/26/2002 17:31 10/26/2002 17:02 10/26/2002 18:25 1.4 1.08 132 2003
10/26/2002 13:58 10/26/2002 13:46 10/26/2002 14:29 0.7 0.93 90 2003
10/27/2000 13:18 10/27/2000 12:14 10/27/2000 14:44 2.5 2.70 892 2001
10/22/2000 01:23 10/22/2000 01:09 10/22/2000 02:24 1.3 3.67 1,547 2001
10/21/2000 20:47 10/21/2000 19:40 10/21/2000 22:58 3.3 3.67 1,547 2001
08/29/2000 09:37 08/29/2000 09:10 08/29/2000 10:25 1.3 1.58 313 2000
07/15/1999 04:54 07/15/1999 04:50 07/15/1999 05:37 0.8 0.95 97 1999
08/12/1998 19:21 08/12/1998 18:33 08/12/1998 20:22 1.8 3.08 1,120 1998
08/08/1998 00:06 08/07/1998 23:55 08/08/1998 00:43 0.8 1.33 217 1998
07/21/1998 19:47 07/21/1998 19:28 07/21/1998 20:20 0.9 1.52 294 1998
09/26/1997 05:44 09/26/1997 03:18 09/26/1997 07:49 4.5 3.28 1,253 1997
09/06/1997 00:59 09/06/1997 00:53 09/06/1997 01:18 0.3 0.40 10 1997
09/11/1996 00:07 09/10/1996 23:58 09/11/1996 00:33 0.6 0.77 46 1996
08/14/1995 23:56 08/14/1995 23:56 08/15/1995 00:13 0.3 0.73 110 1995

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=45 FCDMC and USGS data
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
263 1,070 2,010 3,220 5,210 6,970

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STAFF GAGES

Staff Gage Range Staff Gage Information
0 - 5 On pier across from transducer

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height, FCD datum)
Additional Information
1 2.00 Upper Crest Gage (USGS)
2 0.81 Lower Crest Gage
3 0.66 Crest gage at transducer

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