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1999-11-24_PERMIT FILE - M1999051
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1999-11-24_PERMIT FILE - M1999051
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Last modified
3/23/2021 6:15:24 PM
Creation date
10/24/2011 12:27:22 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999051
IBM Index Class Name
PERMIT FILE
Doc Date
11/24/1999
Doc Name
Adequacy comments on reclamation permit application
From
AmerAlia, Inc.
To
DRMS
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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mining interval up through the Dissolution Surface will be conducted at baseline and <br /> every six months. These logging results will be included in annual reports. Increases in <br /> the temperature, which indicate a casing or cavity leak, will be reported to the DMG the <br /> next business day following verification. <br /> 7.c) The baseline water characterization plan, as part of the Surface Water and Ground <br /> Water Monitoring Plan,contemplates data collection until sufficient data have been <br /> collected to statistically characterize baseline conditions. This characterization will be <br /> conducted prior to injecting heated and pressurized mining solutions. <br /> 7.d)Horizontal gradients in the various aquifers are well established in the Piceance <br /> Basin. The average hydraulic gradient of the Upper and Lower Aquifers from the upper <br /> reaches of Stake Springs Draw to the lower reaches of Yellow Creek is 67 and 57 feet per <br /> mile (ft/mi)respectively. Closer to the Rock School Lease,the hydraulic gradient is 53 <br /> ft/mi in the Upper Aquifer and 26 ft/mi in the Lower Aquifer. The direction of flow near <br /> the Rock School lease is 42 degrees east of north for the upper aquifer and 52 degrees <br /> east of north for the lower aquifer. <br /> Documentation of these gradients is presented in Attachment 6—Letter dated September <br /> 20, 1999, to Roger Day from Jerry Daub. <br /> Te) The proper method of analyses are identified in Tables 2 and 3 in the Surface Water <br /> and Ground Water Monitoring Plan. <br /> 8. Proposed surface and subsurface subsidence monitoring and reporting are presented in <br /> the Monitoring Plan included with this document as Attachment 4. Comments from the <br /> DMG in a letter dated September 27, 1999, included a request to show on a map the <br /> locations of subsidence monuments. Surface subsidence reference monuments will be <br /> located outside of the potential zone of influence and will consist of existing USGS <br /> Section markers and other monuments yet to be established. Surface subsidence <br /> monuments within the potential zone of influence will consist of the actual production <br /> and monitoring well heads. These facilities are shown on the Revised Figure C-1 <br /> included as Attachment 1. Other monuments will be added,and their locations on <br /> specific maps will be provided to the DMG in a Technical Revision at least 60 days <br /> before start-up of solution mining. Surface and subsurface subsidence monitoring <br /> information will be included in the annual report for routine data or reported to the DMG <br /> within five business days if surface subsidence is detected or if subsurface subsidence is <br /> detected which could harm the USDW bedrock aquifers <br /> Pre-operational baseline logging of each production well will include gamma, casing <br /> integrity, and cement bond. This logging will conform to practices generally accepted in <br /> the profession and commonly interpreted using standard techniques. When production <br /> reaches 75,000 tons in any cavity, gamma logging for the production well for that cavity <br /> will be repeated and compared to baseline conditions. If any wells are plugged and <br /> abandoned before producing 75,000 tons, gamma logging will be done and compared to <br /> baseline if mining recovery the cavity for that well exceeded 50,000 tons. <br /> 5 <br /> DMG 11-23-99 Response AmenAlia,Inc. <br />
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