Martinez Creek - ID # 7013

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Page Last Updated: 12 December 2018


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ID History | Site Data | Brief Rating | Water Year Peaks | Runoff History | Flood Frequency | Site Precip Data

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
7013 2.80 feet 2,308.76 feet NAVD 1988 07/10/2002 -- Current
7013 0.00 feet 2,305.81 feet NAVD 1988 08/31/1999 -- 07/10/2002
7013 0.00 feet 2,308.60 feet NAVD 1988 11/23/1994 -- 08/31/1999

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SITE DATA

STATUS Active
LOCATION About a mile northwest of the Scenic Loop Road and US 93 intersection
DRAINAGE AREA 109 mi2
STREAM TYPE Natural Stream
JURISDICTION Yavapai County, Arizona
WATERSHED Lower Hassayampa
SECTION/TOWNSHIP/RANGE S20 T8N R5W
LATITUDE N 34° 01' 41.8"  |  +34.02828
LONGITUDE W 112° 47' 32.1"  |  -112.79224
ARIZONA STATE PLANE E 435098  | N 1103100
USGS QUAD SHEET Flores 7.5-Minute
STREAMGAGE INSTALLATION DATE 11/23/1994 - WY 1995
PERIOD OF AVAILABLE DATA RECORD 11/23/1994 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 23.85 Years | 8,713 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 2.80 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 0
ZERO GAGE HEIGHT ELEVATION 2,305.963 feet NAVD 1988
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 10,562 cfs | 11.42 feet | 07/18/2015

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BRIEF RATING

Current Rating = #5 (with shift of -4.7 feet) - Applied since 10/01/2005
Elevation
Feet
Gage Height
Elevation
Feet
NAVD88
Discharge
(cfs)
0.00 2,305.96 0
2.80 2,308.76 80
3.55 2,309.51 300
4.10 2,310.06 1,000
5.70 2,311.66 3,000
7.00 2,312.96 5,000
9.14 2,315.10 10,000
10.40 2,316.36 20,000
11.70 2,317.66 30,000

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 5.05 1,749 08/22/2018
2017 5.03 1,730 08/01/2017
2016 11.24 9,377 08/02/2016
2015 11.42 10,562 07/18/2015
2014 8.92 8,693 08/19/2014
2013 13.62 10,000 08/29/2013
2012 5.45 1,951 07/14/2012
2011 None 0 None
2010 3.65 238 01/21/2010
2009 3.52 121 09/05/2009
2008 6.68 3,621 08/25/2008
2007 5.15 1,522 07/25/2007
2006 13.10 7,550 09/09/2006
2005 4.53 1,389 01/04/2005
2004 3.00 116 08/16/2004
2003 4.25 1,127 02/14/2003
2002 4.55 1,415 09/07/2002
2001 6.30 2,650 10/27/2000
2000 8.32 6,610 08/29/2000
1999 5.70 8,550 07/25/1999
1998 None 0 None
1997 5.75 8,800 09/26/1997
1996 1.08 199 08/27/1996
1995 1.88 475 03/06/1995

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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
               
08/22/2018 21:35 08/22/2018 21:23 08/22/2018 22:53 1.5 5.05 1,749 2018
08/17/2018 14:11 08/17/2018 13:59 08/17/2018 14:29 0.5 4.70 1,442 2018
08/14/2018 22:44 08/14/2018 22:33 08/14/2018 23:05 0.5 3.45 281 2018
07/12/2018 16:14 07/12/2018 16:09 07/12/2018 16:50 0.7 3.15 191 2018
08/01/2017 19:37 08/01/2017 19:07 08/01/2017 20:32 1.4 5.03 1,730 2017
07/18/2017 19:17 07/18/2017 19:15 07/18/2017 19:35 0.3 3.03 159 2017
02/28/2017 08:25 02/28/2017 03:30 02/28/2017 12:21 8.9 4.01 840 2017
01/21/2017 00:41 01/20/2017 23:41 01/21/2017 06:00 6.3 3.99 813 2017
08/20/2016 19:04 08/20/2016 18:54 08/20/2016 20:10 1.3 8.57 5,391 2016
08/02/2016 15:06 08/02/2016 14:37 08/02/2016 16:20 1.7 11.24 9,377 2016
10/20/2015 11:58 10/20/2015 10:28 10/20/2015 13:34 3.1 11.10 8,550 2016
07/19/2015 21:33 07/19/2015 21:13 07/19/2015 22:12 1.0 3.58 351 2015
07/18/2015 19:07 07/18/2015 18:23 07/18/2015 21:23 3.0 11.42 10,562 2015
07/17/2015 20:22 07/17/2015 19:59 07/17/2015 21:33 1.6 6.82 3,604 2015
06/29/2015 19:20 06/29/2015 19:20 06/29/2015 19:50 0.5 2.98 255 2015
09/08/2014 08:53 09/08/2014 08:46 09/08/2014 09:20 0.6 2.95 249 2014
08/25/2014 19:52 08/25/2014 19:41 08/25/2014 21:19 1.6 4.48 1,499 2014
08/19/2014 15:00 08/19/2014 14:40 08/19/2014 18:27 3.8 8.92 8,693 2014
07/25/2014 23:04 07/25/2014 23:04 07/25/2014 23:14 0.2 2.95 249 2014
09/10/2013 13:34 09/10/2013 10:57 09/10/2013 16:02 5.1 9.40 8,550 2013
09/09/2013 11:23 09/09/2013 11:12 09/09/2013 14:40 3.5 4.72 1,123 2013
09/01/2013 00:34 09/01/2013 00:28 09/01/2013 00:45 0.3 4.70 1,098 2013
08/29/2013 19:35 08/29/2013 19:00 08/29/2013 20:24 1.4 13.62 10,000 2013
08/26/2013 22:07 08/26/2013 21:29 08/26/2013 23:20 1.9 7.18 4,467 2013
08/24/2013 05:44 08/24/2013 05:22 08/24/2013 06:07 0.8 5.42 1,919 2013
08/18/2012 19:54 08/18/2012 19:41 08/18/2012 20:05 0.4 4.85 1,252 2012
07/14/2012 19:32 07/14/2012 18:12 07/14/2012 20:07 1.9 5.45 1.951 2012
01/21/2010 20:44 01/21/2010 19:44 01/21/2010 22:33 2.8 3.65 238 2010
09/05/2009 13:12 09/05/2009 13:11 09/05/2009 13:18 0.1 3.52 121 2009
08/25/2008 20:45 08/25/2008 19:58 08/25/2008 21:40 1.7 6.68 3,621 2008
09/22/2007 13:42 09/22/2007 12:59 09/22/2007 14:22 1.4 4.30 530 2007
07/25/2007 14:20 07/25/2007 13:53 07/25/2007 14:38 0.8 5.15 1,522 2007
09/09/2006 07:47 09/09/2006 07:16 09/09/2006 08:36 1.3 13.10 7,464 2006
08/12/2005 15:08 08/12/2005 14:58 08/12/2005 17:25 2.5 4.10 1,000 2005
08/11/2005 13:30 08/11/2005 13:30 08/11/2005 13:47 0.3 2.92 100 2005
07/23/2005 23:10 07/23/2005 21:21 07/24/2005 05:27 8.1 3.30 199 2005
02/12/2005 02:41 02/11/2005 22:20 02/12/2005 21:32 23.2 4.12 1,020 2005
01/04/2005 05:34 01/03/2005 21:41 01/04/2005 09:54 12.2 4.53 1,389 2005
12/29/2004 14:54 12/29/2004 13:31 12/29/2004 16:47 3.3 3.25 182 2005
11/22/2004 06:38 11/22/2004 06:33 11/22/2004 09:56 3.3 3.25 182 2005
08/16/2004 20:14 08/16/2004 20:13 08/16/2004 20:15 0.1 3.00 116 2004
08/14/2003 22:41 08/14/2003 22:27 08/14/2003 23:26 1.0 4.10 1,000 2003
02/13/2003 19:52 02/13/2003 19:37 02/13/2003 21:18 1.7 4.25 1,127 2003
09/07/2002 20:42 09/07/2002 20:25 09/07/2002 21:36 1.2 4.55 1,415 2002
09/07/2002 12:20 09/07/2002 12:10 09/07/2002 12:45 0.6 3.75 474 2003
07/13/2002 18:13 07/13/2002 18:11 07/13/2002 19:48 1.6 3.60 300 2002
08/09/2001 19:01 08/09/2001 18:59 08/10/2001 03:44 8.8 2.05 386 2001
10/30/2000 16:08 10/30/2000 15:31 10/30/2000 20:35 5.1 2.72 597 2001
10/27/2000 13:58 10/27/2000 11:59 10/27/2000 19:59 8.0 6.30 2,650 2001
10/21/2000 21:46 10/21/2000 19:55 10/22/2000 07:15 11.3 4.00 890 2001
08/29/2000 11:14 08/29/2000 08:44 08/29/2000 18:10 9.4 8.32 6,610 2000
08/27/2000 07:49 08/27/2000 07:45 08/27/2000 12:45 5.0 2.58 547 2000
08/12/2000 18:16 08/12/2000 18:04 08/13/2000 01:06 7.0 1.95 358 2000
08/01/2000 23:56 08/01/2000 23:47 08/02/2000 05:11 5.4 2.80 622 2000
06/23/2000 06:34 06/23/2000 05:40 06/23/2000 09:17 3.6 0.80 92 2000
06/20/2000 17:58 06/20/2000 15:52 06/21/2000 08:16 16.4 3.70 734 2000
07/25/1999 20:31 07/25/1999 20:14 07/25/1999 21:41 1.5 5.70 8,569 1999
09/26/1997 03:54 09/25/1997 20:45 09/26/1997 07:57 11.2 5.75 8,797 1997
01/26/1997 21:07 01/26/1997 20:47 01/27/1997 00:27 3.7 1.35 284 1997
09/10/1996 21:37 09/10/1996 20:06 09/10/1996 22:33 2.5 0.85 138 1996
09/09/1996 22:18 09/09/1996 22:16 09/09/1996 23:51 1.6 0.70 102 1996
09/05/1996 08:10 09/05/1996 08:10 09/05/1996 09:03 0.9 1.05 192 1996
08/27/1996 16:48 08/27/1996 16:44 08/27/1996 18:14 1.5 1.08 199 1996
03/06/1995 08:59 03/06/1995 03:35 03/06/1995 13:21 9.8 1.88 475 1995
02/15/1995 10:34 02/15/1995 09:40 02/12/1995 13:30 3.8 1.05 192 1995
01/26/1995 14:50 01/26/1995 14:23 01/26/1995 21:26 7.1 0.95 164 1995
01/05/1995 04:22 01/05/1995 04:20 01/05/1995 14:23 10.1 0.98 171 1995

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=24 (1995-2018)
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
1,780 6,300 11,500 18,300 30,000 41,000

Flood Flow Frequency
Based on FEMA Flood Insurance Study
at confluence with Hassayampa River
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
10-year 50-year 100-year 500-year
9,220 27,400 32,000 45,500

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