My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
HYDRO27678
DRMS
>
Back File Migration
>
Hydrology
>
HYDRO27678
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 8:47:06 PM
Creation date
11/20/2007 8:18:50 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1974015
IBM Index Class Name
Hydrology
Doc Name
AN ANALYSIS OF POSSIBLE GROUNDWATER & SURFACE WATER IMPACTS RESULTING FROM LYONS ROCKIN WP GRAVEL P
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.
/
41
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
<br />' CHAPTER 6 -RECOMMENDATIONS AND CONSIDERATIONS <br />Presented below are general comments and recommendations regarding the findings of the analysis. <br />6.1 Changes in Ground Water Levels and Possible Impacts to Nearby Wells <br />~ The ground water modeling effort indicated that only one well (the Atkins well) may <br />' experience water level declines greater than one foot (1.33 feet) as a result of mining and <br />reclamation. Water level changes in other nearby wells will be less than one foot. <br />• The saturated thickness in these wells may be slightly less than before mining, but the aquifer <br />' will remain mostly salivated at the well sites; and properly constructed wells ~v:.ll be able to <br />produce sufficient water for the permitted domestic uses. <br />• WMI should continue the ground water monitoring program as mining is implemented at the <br />' proposed new location. If any unexpected problems arise, the water level data can be used <br />' to mitigate and minimize the problems. <br />' The mining plan for the new permit includes various features to help minimi~:e impacts to <br />the ground and surface water systems, including low permeability barriers arovtd the mined <br />' area and a recharge source in the vicinity of Hygiene Road. The timing of the installation <br />of these features will in part determine the extent of ground tivater level cnanges. For <br />' example, t}te simulations discussed above are based on the installation of a recharge source <br />along Hygiene Road. If dewatering or disturbance of the ground water system occurs in this <br />' area prior to the installation of the recharge source, impacts could be greater than indicated <br />above. Installation of a rechazge structure in this area is recommended prior to the <br />' disturbance of the ground water system. <br /> <br />-35- <br />1 Ridm/rlfr~i~d,u.l ,;mi~~h>. lui. <br />
The URL can be used to link to this page
Your browser does not support the video tag.