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1999-08-23_HYDROLOGY - M1999051
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1999-08-23_HYDROLOGY - M1999051
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Last modified
3/22/2021 5:08:43 AM
Creation date
10/24/2011 1:27:44 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999051
IBM Index Class Name
HYDROLOGY
Doc Date
8/23/1999
Doc Name
Surface & Ground Water Monitoring Plan
From
TRC Hydro-Geo Consultants
To
DRMS
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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4.0 Surface Monitoring <br />The purpose of the surface monitoring is to determine land surface movement as a <br />response to solution mining. The surface monitoring plan has been designed to ascertain <br />the shape and extent of surface subsidence should it occur above the well field. The <br />survey will include installation of three surface monuments inside the potential influence <br />of subsidence. Each production well and DSW -1 will also be used as a surface <br />monument. The surface monuments will be accurately surveyed with respect to a <br />permanent reference monument (e.g., section corner location) located outside the <br />influence of subsidence. Monuments will be surveyed annually, commencing prior to the <br />first production. Monitoring of surface monuments will continue for the duration of the <br />experimental project or be extended as part of an advanced mining project. <br />5.0 Reporting <br />A subsidence report will be submitted to the DMG, BLM, and EPA annually. The report <br />will contain data from surface- monument measurements and borehole geophysical data. <br />The annual subsidence report will include a map of surface - monument locations, <br />locations of wells where borehole geophysics were conducted, a list of monument and <br />well coordinates, survey data, and a summary of pertinent observations during the <br />reporting period. <br />6.0 Mitigation <br />No subsidence impact mitigation is currently planned. Based on studies conducted by <br />Agapito Associates, Inc., AmerAlia expects no surface subsidence and only minor pillar <br />and cavity roof activity. The overlying thickness of the strata between the uppermost <br />solution cavity roof and the Dissolution Surface is about 375 feet. This interval contains <br />massive halite improving fluid containment and providing daily assay indication of <br />unexpected subsidence prior to impacting overlying aquifers and oil shale. The 375 feet <br />thick interval will act as an excellent buffer and loading transfer mechanism to preclude <br />significant subsidence. The monitoring plan is designed for rapid detection of <br />unexpected subsidence and mitigation avoidance. <br />
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