My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REP27272
DRMS
>
Back File Migration
>
Report
>
REP27272
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 11:58:14 PM
Creation date
11/27/2007 4:43:14 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981033
IBM Index Class Name
Report
Doc Date
4/26/1991
Doc Name
1990 ANNUAL HYDROLOGY REPORT AND ADEQUACY REVIEW
From
BEAR COAL
To
MLRD
Annual Report Year
1990
Permit Index Doc Type
HYDROLOGY REPORT
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.
/
19
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
tests for the third quarter did indicate an elevated conductivity <br />in the downstream well; AA1, of 2250 uhmos/cm. Beginning in 1987" <br />the field conductivity tests and the laboratory analyses of caster <br />samples from AA1 did begin showing some degradation of the quali- <br />ty of water in the alluvial material. Total dissolved solids, <br />measured in ppm, increased from the 400 to 500 range, prior to <br />1986, to a 1000 to 2800 range from 1987 through 1990. The water <br />samples obtained from well AA1, from 1987 through 1990, show <br />elevated lPVels of boron, calcium, chloride, fluoride, magnesium, <br />nitrate, potassium, sodium and sulfate compared to water samples <br />analyzed from AA1 prior to 1986 and compared to caster samples <br />analyzed from AA3 cahich is upstream of the facilities area. The <br />caater samples from well AA1 do not indicate degradation with <br />respect to total recoverable metals. <br />The source of the contaminants is apparently the coal stock- <br />pile and the temporary gob piles that were constructed during the <br />time a ramp iaas driven from the C-Seam to the B-Seam. The geo- <br />clcemical analS•sis of the roof, coal and interburden material is <br />presented on pages 2.04-23, 2.04-24 and 2.04-24a of the permit. <br />Tlie contaminants listed above are generall.v all present in vary- <br />ing concentrations in the roof, coal and interburden material and <br />they are all water soluble. <br />In order to analyze the impact of the contaminants on the <br />North Forlc of the Gunnison River, the flow through the alluvium <br />• is separated into two parts. The first is total flow based upon <br />the total caidth of the alluvial deposit which is 500 feet. The <br />second is the flow which is subject to contamination by the coal <br />stockpile which encompasses an area only 150 feet wide. The flora <br />throtagh tfie alluvium is calculated using Darcy's Law; <br />Q = kia = kAIH/L) where; <br />R = Flora in CFS <br />k = hydraulic Conductivity = 0.00194 ft/sec <br />A = Area = w width x d depth, d = 20 feet <br />II = Potentiometric Head = 10 feet <br />L = horizontal Distance Between Wells = 640 feet <br />Total flow through the alluvium: <br />Q = (0.00194)(500)(20)(10)/(640) = 0.303 CFS = 136 gpm <br />Total flora subject to contamination: <br />Q = (U.OU199)(150)(201(10)/(64U1 = 0.091 CFS = 41 gpm <br />The loca flow through the alluvium indicates why well AA1 <br />shocas signs of degradation. There is not adequate flow to flush <br />the contaminants through the alluvium. Fortunately, the flow is <br />low so the water which flows from the alluvium will not have a <br />measurable impact on the quality of water in the North Fork of <br />the Gunnison River. This fact can be demonstrated as follows: <br />U <br />2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.