Tatum Basin Inflow - ID # 4638

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Page Last Updated: 20 March 2019


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ID History | Site Data | 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
       
4638 0.10 feet 1,400.83 feet NAVD88 10/01/2018 -- Current
4638 0.10 feet 0.10 feet Gage Height 05/06/1998 -- 09/30/2018
Below is gage on wash at 40th Street prior to basin construction
4638 0.17 feet 0.17 feet Gage Height 10/01/1996 -- 05/06/1998
4638 0.10 feet 0.10 feet Gage Height 06/03/1994 -- 09/30/1996

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SITE DATA

STATUS Active
LOCATION Located near Shea Boulevard and 44th Street
DRAINAGE AREA 2.0 mi2
STREAM TYPE Engineered Natural Stream
JURISDICTION Phoenix, Arizona
WATERSHED Middle Indian Bend
SECTION/TOWNSHIP/RANGE S30 T3N R4E
LATITUDE N 33° 34' 54.1"  |  +33.58169
LONGITUDE W 111° 59' 04.3"  |  -111.98453
ARIZONA STATE PLANE E 679334  | N 939188
USGS QUAD SHEET Paradise Valley 7.5-Minute
STREAMGAGE INSTALLATION DATE 06/03/1994 - WY 1994
PERIOD OF AVAILABLE DATA RECORD 06/03/1994 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 24.33 Years | 8,886 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.10 feet Gage Height
STAFF GAGES 1
CREST STAGE GAGES 0
ZERO GAGE HEIGHT ELEVATION 1,400.730 feet NAVD88
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 1,688 cfs | 3.68 feet | 09/08/2014

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BRIEF RATING

Current Rating = #2 - Applied since 05/06/1998
Elevation
feet
Gage Height
Elevation
feet
NAVD88
Discharge
(cfs)
0.00 1,400.73 0
0.50 1,401.23 75
1.00 1,401.73 225
1.50 1,402.23 430
2.00 1,402.73 660
2.50 1,403.23 931
3.00 1,403.73 1,230
4.00 1,404.73 1,925

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 2.34 841 08/10/2018
2017 1.62 483 08/03/2017
2016 1.08 255 08/05/2016
2015 3.10 1,295 08/31/2015
2014 3.68 1,688 09/08/2014
2013 2.45 903 07/21/2013
2012 0.35 35 09/07/2012
2011 None 0 None
2010 0.32 28 02/26/2010
2009 None 0 None
2008 0.65 115 01/28/2008
2007 None 0 None
2006 2.28 805 08/24/2006
2005 2.05 686 08/02/2005
2004 0.12 1 04/02/2004
2003 1.55 452 02/13/2003
2002 0.52 81 07/14/2002
2001 0.26 8 10/27/2000
2000 None 0 None
1999 0.38 41 07/14/1999
1998 0.55 38 02/24/1998
1997 0.89 89 09/11/1997
1996 0.30 13 07/25/1996
1995 0.35 18 09/28/1995
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
               
08/10/2018 23:52 08/10/2018 22:41 08/11/2018 02:05 3.4 2.34 841 2018
08/08/2018 20:51 08/08/2018 20:48 08/08/2018 23:08 2.3 1.32 351 2018
07/30/2018 21:22 07/30/2018 21:20 07/30/2018 22:06 0.8 0.83 169 2018
08/03/2017 17:49 08/03/2017 17:38 08/03/2017 18:44 1.1 1.62 483 2017
08/05/2016 09:32 08/05/2016 09:30 08/05/2016 10:40 1.2 1.08 255 2016
10/18/2015 19:26 10/18/2015 19:25 10/18/2015 20:12 0.8 0.85 176 2016
09/14/2015 20:03 09/14/2015 20:00 09/14/2015 21:10 1.2 2.02 670 2015
08/31/2015 21:18 08/31/2015 21:13 08/31/2015 23:17 2.1 3.10 1,295 2015
09/08/2014 03:19 09/08/2014 03:10 09/08/2014 06:11 3.0 3.68 1,688 2014
08/19/2014 12:52 08/19/2014 12:42 08/19/2014 14:02 1.3 0.92 200 2014
07/21/2013 11:21 07/21/2013 11:06 07/21/2013 12:32 1.4 2.45 903 2013
12/14/2012 02:40 12/14/2012 02:39 12/14/2012 05:41 3.0 0.38 41 2013
09/07/2012 10:54 09/07/2012 10:52 09/07/2012 11:40 0.8 0.35 35 2012
02/26/2010 01:33 02/25/2010 21:11 02/26/2010 10:39 13.5 0.32 28 2010
08/07/2008 21:566 08/07/2008 21:51 08/07/2008 22:32 0.7 0.57 95 2008
01/28/2008 04:51 01/28/2008 04:34 01/28/2008 07:15 2.7 0.65 115 2008
08/24/2006 10:54 08/24/2006 10:18 08/24/2006 12:27 2.2 2.28 805 2006
08/02/2005 22:06 08/02/2005 21:27 08/02/2005 23:34 2.1 2.05 686 2005
02/25/2003 20:27 02/25/2003 20:27 02/25/2003 20:57 0.5 0.25 15 2003
02/13/2003 23:37 02/13/2003 23:12 02/14/2003 01:42 2.5 1.55 452 2003
02/13/2003 18:22 02/13/2003 18:22 single report 0.0 0.20 8 2003
07/14/2002 22:31 07/14/2002 22:31 07/14/2002 23:55 1.6 0.52 81 2002
10/27/2000 20:08 10/27/2000 20:00 single report 0.0 0.20 8 2001
07/14/1999 17:32 07/14/1999 17:31 07/14/1999 18:10 0.7 0.38 41 1999
02/24/1998 16:12 02/24/1998 15:46 02/24/1998 17:13 1.5 0.55 38 1998
09/12/1997 03:23 09/12/1997 03:22 09/12/1997 04:05 0.7 0.42 24 1997
09/11/1997 13:53 09/11/1997 13:51 09/11/1997 14:45 0.9 0.89 89 2007
11/22/1996 14:22 11/22/1996 14:22 single report 0.0 0.40 22 1997
07/25/1996 18:32 07/25/1996 18:32 single report 0.0 0.30 13 1996
09/28/1995 00:07 09/28/1995 00:07 09/28/1995 00:24 0.3 0.35 18 1995

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=25 (1994-2018)
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
63 454 1,150 2,360 5,030 8,080

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STAFF GAGES

Staff Gage Range Staff Gage Information
0 - 5 Located with the transducer, reads in gage height

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