Dolores River Releases - Delores ,CO

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Updated: 2008-04-03 13:28:11

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June 2008

Sun Mon Tue Wed Thu Fri Sat
1
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

2
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

3
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

4
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

5
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

6
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

7
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

8
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

9
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

10
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

11
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

12
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

13
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

14
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

15
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

16
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

17
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

18
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

19
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

20
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

21
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

22
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

23
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

24
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

25
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

26
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

27
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

28
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

29
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

30
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

July 2008

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August 2008

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September 2008

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October 2008

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November 2008

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December 2008

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January 2009

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February 2009

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March 2009

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April 2009

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Event Location Date/Time Release
 
Dolores River Releases Delores,CO 06/01/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/02/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/03/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/04/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/05/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/06/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/07/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/08/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/09/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/10/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/11/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/12/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/13/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/14/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/15/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/16/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/17/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/18/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/19/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/20/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/21/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/22/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/23/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/24/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/25/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/26/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/27/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/28/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/29/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/30/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
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Mighty Arrow Family Foundation

Nathan Fey

1601 Longs Peak Ave.

Longmont, CO 80501

Phone: 303-859-8601
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