My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
GENERAL35216
DRMS
>
Back File Migration
>
General Documents
>
GENERAL35216
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 7:56:18 PM
Creation date
11/23/2007 8:14:47 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
General Documents
Doc Date
6/4/1981
Doc Name
Proposed Decision and Findings of Compliance
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.
/
153
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
down dip and then down the plunge of the syncline. Within the central and <br />southern portion of the mine plan area, the groundwater moves in a more <br />southerly direction towards the White River, in response to the permeable <br />fracture zones. The applicant prepared adequate maps of the potentiometric <br />surface of all three bedrock aquifers showing ground water movement in the mine <br />plan area. <br />Aquifer properties were determined by pumping tests and recovery tests in each <br />of the bedrock formations. Observation and test wells were constructed to <br />isolate each zone by the use of packers within the wells. Five alluvial wells <br />were also drilled for testing and monitoring. Of the five test wells in which <br />the bedrock aquifers were isolated by packers, none had a specific capacity <br />greater than .31 gpm/ft., which is very low. A relatively higher yield was <br />produced in an isolated massive sandstone layer in the eastern portion of the <br />mine plan area; however, the specific capacity of '.31 was still very low. <br />Within the alluvial aquifer of the White River, the specific capacity ranged <br />from .O1 to 13.9 gpm/ft. The higher specific capacity indicates that this <br />portion of the alluvium may be useful as a water supply. The water quality is <br />poor, however, with a high concentration of total dissolved solids, and high <br />pH. For further details on the hydrologic properties of the aquifers, see <br />Chapter II, Part C of the application. <br />Due to the low specific capacity of the bedrock water bearing zones in the mine <br />plan area, the quantity of water which would be discharged to the White River <br />and its tributaries is very low. The applicant has estimated that total <br />discharge could be 1.3 gpm through the bedrock aquifers to the White River, <br />which is less than a tenth of a percent of the base flow of the river. <br />B. Description of the Applicant's Proposal <br />Minis Dlan <br />The thickness of the strata overlying the coal ranges from 100 feet in the <br />western portion~of the mine plan area to a 1000 feet and deeper in the eastern <br />and northern areas. Two entries will be constructed during the permit teen, <br />the D-Portal and the Ventilation Entry Area. Both are located in Scullion <br />3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.