Dolores, Colorado, US |
|
| Usual Difficulty | II+(III) (for normal flows) |
|---|---|
| Length | 50 Miles |
| Avg. Gradient | 10 fpm |
| Name | Range | Difficulty | Updated | Level |
|---|---|---|---|---|
| DOLORES RIVER AT BEDROCK, CO | ||||
| usgs-09169500 | 1000 - 3000 cfs | II+(III) | 03h03m | 15 cfs (too low) |
FUN FACT: Some sections of beautiful desert scenery.
SEASON: April to early June depending on snowpack and release from McPhee Dam.
ISSUES: Recreational users have traditionally been the last to be considered in the management plan for McPhee Dam. A proposal to construct additional diversions designed to capture even more of the spring melt will only make the situation worse. Check with the San Juan Citizen's Alliance for the latest information on this issue.
LOGISTICS: To reach the put-in, take Highway 141 to the bridge across the Dolores at Slickrock. There is a launch site upstream river right of the bridge. The first 15 miles or so of this section pass through mostly private ranch lands so this section is less frequently paddled unless its part of a long multi-day trip. The alternate Gypsum Valley Launch is near the end of this first part and just above the point where the river enters Slick Rock Canyon. You can reach it by taking Highway 20 off Highway 141. The take-out at Bedrock is on river left just upstream of the Highway 90 Bridge. There have been reports of car vandalism at this access site.
DESCRIPTION: This section of the Dolores starts with a mellow float through ranch land before entering Slick Rock Canyon which contains a few easy rapids. You're not going on this run for the whitewater action, but rather the beautiful scenery, desert campsites, and side canyon hikes. That being said there are still a couple of spots where solid intermediate paddling skills are required, and once you're committed to this remote canyon opportunities to exit are limited. While McPhee dam upstream limits the days you can float this river its still a great desert river trip. The Dolores is managed by the BLM and they maintain a web page with information on the river. Although permits are not currently required, you will still need your firepan, portable toilet, and dishwater strainer.
From the Slickrock Launch at mile 47 the river winds through ranch land and the short Little Glen Canyon. It's mostly a mellow float but there's some beautiful desert scenery that displays a sharp contrast for those who have floated down from the upper sections of the river. Campsites are very limited in this first section (although there are a couple) and much of the land is private. The bugs can be pretty bad in early spring so if you've got raft support bring the bug tent. Once you pass the Gypsum Valley Launch (mile 61) it's only a couple miles until you pass under a highway bridge and enter Slickrock Canyon. This is a wilderness study area and there are several opportunities for great side hikes, several of which lead to native rock art. Although the river flows through a constrained canyon there is some good camping, but if you're on the river with good flows over Memorial Day weekend you'd better grab your site early. When setting up camp or setting off on a side hike keep your eyes open for poison ivy.
The best whitewater comes near the end where you get some decent class III rapids as you approach the take-out. Before passing under the Highway 90 Bridge you'll find an access on river left that serves as a take-out.
Boaters can start from further upstream or continue their trip downstream by taking advantage of boating opportunities on the following sections of the Dolores and Colorado:
Dolores River Releases for 2009
March 16, 2009
2008 Spring Releases Scheduled for Dolores River
April 3, 2008
Update on Dolores River Releases
April 17, 2008
Working Group takes on future management of Lower Dolores River
December 18, 2008
Last Call for Dolores River Flow Study Participation (CO)
August 31, 2010
Support Flow Restoration on the Dolores River - Take Action!
September 30, 2010
AW Announces New Staff Position in Colorado!
February 7, 2011
AW Announces New Dolores River Program Staff!
April 8, 2011
June 2008 |
||||||
| S | M | T | W | T | F | S |
|---|---|---|---|---|---|---|
|
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 |
1
|
2
|
3
|
4
|
5
|
| Dolores River Releases |
Delores,CO
runs 04/01/08 - 06/30/08 [+] favorites |
User Comments
weather report on each of the river pages. What do I do to get to the River Tools and have it treat
me like a member?