My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
GENERAL50705
DRMS
>
Back File Migration
>
General Documents
>
GENERAL50705
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 8:37:17 PM
Creation date
11/23/2007 6:11:14 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1992081
IBM Index Class Name
General Documents
Doc Date
5/19/2003
Doc Name
Proposed Decision & Findings of Compliance for RN2
Permit Index Doc Type
Findings
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.
/
30
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
Climate <br />More detailed climatic information can be found in Tab 8 of the permit application. <br />The region is chazacterized by a semi-arid steppe climatic regime with cold winters and <br />mild to cool summers. The prevailing wind is from the northwest (reversing at night due <br />to southeasterly upslope winds). Average annual precipitation is 16 inches and the <br />growing season in the region is approximately 94 days. Climatic information was <br />collected from both Hayden Station, one mile away, and the Seneca II-W Mine, six miles <br />south of the loadout. <br />Surface Water HvdroloQy <br />Surface water information is found in the following sections of the permit application: <br />Tabs 7, 12, 13, 14, 15 and 16 and Exhibits 12-2, 12-3, and 12-4. A summary of this <br />information is included here, below in the Description of the Operations Plan and in <br />Section B, Item III of this document. <br />Most of the permit azea drains to Dry Creek. A small, northern portion of the railroad <br />loop drains directly into the Yampa River. Dry Creek flows into the Yampa River neaz <br />the town of Hayden. Stokes Gulch, an intermittent stream, flows into Dry Creek just <br />south of the rail loadout. <br />Precipitation averages approximately 16 inches annually in the permit area and the <br />volume of runoff is limited. Most runoff comes from snowmelt or intense thunderstorm <br />events. Flows in Dry Creek have ranged from 0 to 126 cfs (cubic feet per second) <br />upstream of the loadout to from 0 to 225 cfs downstream. Two sediment ponds handle <br />runoff at the loadout: the Truck Loop Pond usually discharges during spring snowmelt; <br />the Rail Loop Pond has razely dischazged. <br />Stream flow in Dry Creek generally increases downstream although some sections aze <br />ephemeral. During the growing season diversions of water from Dry Creek above the <br />permit can significantly reduce and even periodically eliminate streamflow in the vicinity <br />of the loadout, while at the same time return flows from surrounding irrigated fields can <br />dischazge small volumes of water to Dry Creek below the loadout. <br />The dominant cations in Dry Creek water aze: magnesium, calcium and sodium; the <br />dominant anion is sulfate. The pH is generally around 8.2. The concentration of the <br />major cations, total dissolved solids, and nitrate (possibly due to agricultural return flow) <br />increase during periods of low flow (baseflow). Total suspended solids (TSS), aluminum <br />and total iron increase during high flows. Average values for total dissolved solids (TDS) <br />aze higher downstream than upstream of the loadout, with average values of 2,439 and <br />3,175 mg/1(milligrams per liter), respectively. <br />Please see Section B, Item III of this document for a discussion of the probable <br />hydrologic consequences (PHC) of the Loadout on surface water quantity and quality and <br />
The URL can be used to link to this page
Your browser does not support the video tag.