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1993-11-24_REVISION - M1988112 (2)
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1993-11-24_REVISION - M1988112 (2)
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Entry Properties
Last modified
6/20/2021 11:00:42 AM
Creation date
11/22/2007 1:23:45 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Revision
Doc Date
11/24/1993
Doc Name
ADDITIONS TO APPROVED GROUND WATER MONITORING NETWORK SAN LUIS GOLD PROJECT COSTILLA CNTY COLO
Type & Sequence
TR8
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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• • i <br />WATER QUALITY PARAMETERS AND SAMPLING <br />Toward the end to the development process for wells M-13R and M-14, repetitive measurements <br />' were made for the field water quality parameters of temperature, specific conductivity, and pH. <br />The final values for those measurements are presented below in Table 2. <br />' TABLE 2 <br />Water Quality Field Parameters <br /> Well Te °F dec. Cond.{~iS/cm1 -~ <br /> M-13R 48.0 570 7.5 <br /> M-14 49.2 680 7.2 <br />' Water samples were also collected from wells M-14 and M-13R for select analyges, on October <br />28 and 29, 1993 respectively, and included in BMRI's quarterly sampling of ground water <br />monitoring points as established in permit no. M-88-112 and revisions. <br />' HYDROGEOLOGIC ASSESSMENT <br />' Water levels in the monitoring well network in the vicinity of the tailings facility were measured <br />on October 29, 1993 and are presented in Table 3. The static water level of the uppermost <br />' water-bearing strata of the Santa Fe Formation at this locale is generally 130 to 180 feet below <br />ground level. A structural contour map of the potentiometric surface was generated through <br />triangulation of the water level data and is presented is Figure 4. As shown in Figure 4, the <br />potentiometric surface mimics the natural topographic surface. Ground water flows from the <br />' elevated flanks toward the central portion of the valley, with the resultant flow from east to west <br />down the valley. Based on this data, the local groundwater gradient, in the cetrtral portion of <br />' the valley below the tailings disposal facility, is appror.irnately 0.04. <br /> <br />' -7- <br /> <br />
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