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REV00219
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REV00219
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Entry Properties
Last modified
8/25/2016 12:57:55 AM
Creation date
11/21/2007 8:44:17 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
X199621901
IBM Index Class Name
Revision
Doc Date
11/20/1996
Doc Name
Amendment Request
From
NORWEST MINE SERVICES
To
DMG
Type & Sequence
AM
Media Type
D
Archive
No
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Ground Water Control Plan - For modification to NOI %-96-219-01, <br />Cottonwood Land Company <br />Groundwater aquifers will be penetrated during drilling. The <br />significant bedrock aquifers of the area are contained within the <br />Upper Williams Fork Formation, the Twentymile Sandstone, and the <br />Trout Creek Sandstone. These aquifers are known to be continuous <br />across the project area, and often yield artesian flows. Other <br />minor local aquifers do occur and consist of thinly interbedded, <br />very fine grained sandstones, siltstones, and coal beds. These <br />minor aquifers are generally laterally discontinuous and have low <br />and variable water yields. <br />In the event that artesian flow is encountered during the <br />drilling activities the following control measures will be <br />implemented to maintain waters within the confines of the <br />drilling pad: 1) water from the hole will be routed to <br />excavated mud pits located on the drilling pad, 2) If the flows <br />can not be easily handled via the use of mud pits, sealing of the <br />sidewall will be attempted by using a low-sodium bentonite mud, <br />3) excess water which contains high proportions of solids will be <br />transported by a vac-truck to a permitted disposal site, 4) <br />each hole will contain steel surface casing that will be cemented <br />in place, prior to beginning the hole. This practice will allow <br />for the drill hole to be shut off at any time. <br />During drilling, geophysical logging, or water monitor well <br />completion, it is possible that water discharge off site may be <br />necessary for limited periods of time. In the event that this <br />discharge is necessary, the discharge will be channeled through <br />additional settling pits, straw bales or other suitable material <br />in order to remove suspended solids in an effective and practical <br />manner. As necessary to control erosion in areas between the <br />drill pad and nearby natural channels, either a ditch lined with <br />gravel and/or geotech fabric, or water hose will be installed to <br />the point where the gradient is low enough to prevent erosion. <br />Records of discharge volumes and water quality field parameters <br />(temperature, conductivity, and ph) will be maintained during <br />discharge events, in accordance with guidance recently received <br />from Colorado Division of Water Resources (CDWR) and Colorado <br />Division of Public Health and Environment (CDPHE). <br />
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