My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE64371
DRMS
>
Back File Migration
>
Permit File
>
700000
>
PERMFILE64371
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 11:10:20 PM
Creation date
11/20/2007 8:23:47 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
Permit File
Doc Date
1/21/1999
Doc Name
Water Information
Section_Exhibit Name
Exhibit G
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
13
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
IIIIIIIIIIIIIIIIIII • ,~Z,,~~ <br />,S /~~ EXHIBIT G <br />WATER INFORMATION <br />G.1 Water System Location and Identification <br />G.1.1 Surface Water <br />C~ <br />The project is located within the Colorado River drainage basin. The mining and initial <br />processing site is located within the Piceance Creek watershed, which discharges into <br />the White River. The final processing site is contained within the Parachute Creek <br />watershed, which discharges directly into the Colorado River. The drainage divide is <br />south of the boundary between Garfield and Rio Blanco counties, along the Roan <br />Plateau. Piceance and Parachute Creeks are the only two perennial streams in the <br />project area. <br />G.1.1.1 Piceance Creek Watershed <br />The Piceance Creek watershed covers approximately 652 square miles and is part of the <br />White River drainage basin. The White River is tributary to the Green River, which is <br />tributary to the Colorado River. Piceance Creek flows in awest-northwesterly direction <br />from its headwaters near the town of Rio Blanco to its confluence with the White River <br />approximately 17 miles west of Meeker. The drainage area is characterized by steep- <br />sided, rugged terrain with intersecting gulches incised into plateau areas. The Piceance <br />Creek floodplain is utilized for agriculture and cattle production. The stream generally <br />has poor bank conditions and is heavily sedimented. <br />Piceance Creek intersects only minor portions of the Piceance Site's eastern boundary. <br />The pipeline will cross the creek in two locations. There are numerous intermittent <br />channels throughout the Piceance Site. These channels generally carry water only after <br />precipitation events and during snowmelt, although water may remain in some sections <br />for several days after a significant storm. <br />Surface water in the Piceance Creek drainage basin is described as mixed bicarbonate in <br />the upper portions of the drainage basin and sodium bicarbonate in the lower portions. <br />Chemical components found in Piceance Creek surface waters are attributed to the <br />weathering of surficial materials in the area. The principal ionic constituents in <br />Piceance Creek include sodium, calcium, magnesium, bicarbonate, sulfate, chloride, <br />potassium, and fluoride. Sodium bicarbonate and sulfate levels generally decrease <br />during the spring snowmelt runoff because of the increased amount of water, while <br />chloride and fluoride remain essentially constant. Calcium and magnesium <br />concentrations show small decreases, and potassium increases during the snowmelt. <br />During the irrigation season (July), sodium becomes concentrated, and calcium and <br />magnesium concentrations increase. In later summer and fall, Piceance Creek flow is <br />G-1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.