Daggs Wash - ID # 5498

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Page Last Updated: 26 June 2019


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ID History | Site Data | Brief Rating | Water Year Peaks | Runoff History

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
5498 0.15 feet 1,668.70 feet NAVD 1988 11/08/2007 -- Current

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SITE DATA

STATUS Active
LOCATION Near 307th Avenue and Peak View Road
DRAINAGE AREA 12.9 mi2
STREAM TYPE Natural Stream
JURISDICTION Maricopa County, Arizona
WATERSHED Lower Hassayampa
SECTION/TOWNSHIP/RANGE S25 T5N R5W
LATITUDE N 33° 44' 45.2"  |  +33.74590
LONGITUDE W 112° 43' 30.2"  |  -112.72506
ARIZONA STATE PLANE E 454274  | N 999885
USGS QUAD SHEET Daggs Tank 7.5-Minute
STREAMGAGE INSTALLATION DATE 11/08/2007 - WY 2008
PERIOD OF AVAILABLE DATA RECORD 11/08/2007 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 06/01/2019) 11.56 Years | 4,223 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.15 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 0
ZERO GAGE HEIGHT ELEVATION 1,668.55 feet NAVD 1988
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 617 cfs | 2.10 feet Gage Height | 08/19/2014

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BRIEF RATING

Current Rating = #1 - Applied since 11/08/2007
Elevation
feet
Gage Height
Elevation
feet
NAVD88
Discharge
(cfs)
0.00 1,668.55 0
0.39 1,668.94 50
0.60 1,669.15 100
0.92 1,669.47 200
1.20 1,669.75 300
1.48 1,670.03 400
1.78 1,670.33 500
2.61 1,671.16 800
3.10 1,671.65 1,000

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 1.45 389 07/14/2018
2017 1.00 228 01/01/2017
2016 0.78 153 10/19/2015
2015 1.28 326 09/22/2015
2014 2.10 617 08/19/2014
2013 1.52 415 08/24/2013
2012 2.02 591 08/23/2012
2011 None 0 None
2010 1.08 256 01/21/2010
2009 0.30 23 11/27/2008
2008 (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
               
07/14/2018 16:41; 07/14/2018 16:22 07/14/2018 18:00 1.6 1.45 389 2018
07/11/2018 20:31 07/11/2018 20:14 07/11/2018 21:30 1.3 0.80 161 2018
01/21/2017 01:32 01/21/2017 00:52 01/21/2017 06:00 5.1 0.63 109 2017
01/20/2017 21:22 01/20/2017 20:12 01/20/2017 22:29 2.3 0.38 47 2017
01/01/2017 08:23 01/01/2017 07:29 01/01/2017 12:00 4.5 1.00 228 2017
10/13/2016 08:16 10/13/2016 08:16 10/13/2016 12:00 3.7 0.90 193 2017
10/19/2015 19:52 10/19/2015 19:26 10/19/2015 20:54 1.5 0.78 153 2016
09/22/2015 16:04 09/22/2015 15:52 09/22/2015 18:00 2.1 1.28 326 2015
08/19/2014 12:03 08/19/2014 10:48 08/19/2014 12:47 2.0 2.10 617 2014
07/03/2014 22:26 07/03/2014 22:11 07/04/2014 00:10 2.0 0.62 107 2014
03/01/2014 20:29 03/01/2014 20:29 03/01/2014 21:27 1.0 0.62 107 2014
08/24/2013 05:58 08/24/2013 05:39 08/24/2013 06:56 1.3 1.52 415 2013
07/20/2013 01:09 07/20/2013 01:00 07/20/2013 02:46 1.8 0.65 115 2013
08/23/2012 01:20 08/23/2012 00:53 08/23/2012 03:52 3.0 2.02 591 2012
01/21/2010 19:43 01/21/2010 19:33 01/21/2010 22:44 3.2 1.08 256 2010
11/27/2008 02:04 11/27/2008 02:01 11/27/2008 02:27 0.4 0.30 23 2009

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on FEMA Flood Insurance Study
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
100-year
3,297

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