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GENERAL46988
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Last modified
8/24/2016 8:21:34 PM
Creation date
11/23/2007 3:02:50 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
General Documents
Doc Date
12/4/1995
Doc Name
BATTLE MOUNTAIN RESOURCES INC SAN LUIS PROJECT PN M-88-112
From
BATTLE MOUNTAIN GOLD CO
To
DMG
Media Type
D
Archive
No
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<br />highest manganese detections recorded for surface water monitoring were in water <br />collected from station location RS-3 situated on the southern permit boundary in an <br />intermittent tributary flowing to the Rito Seco (CDMG, 1994). Manganese detections were <br />consistently higher at the RS-3 location and, though the flow rate of the tributary is very <br />low, it may contribute to the elevated levels of manganese at downstream locations RS-2 <br />and RS-5 (Table 3; Attachment 1). <br />Iron concentrations (total) in samples collected at the RS-1 location prior to the <br />commencement of current operations ranged from 0.01 mg/L to 0.41 mg/L Iron <br />concentrations in samples collected from the RS-5 location, downstream of site <br />operations, on August 20 and November 2, 1988 were 1.2 and 0.56 mg/I., respectively. <br />These concentration were equal to or greater than three times the corresponding iron <br />concentration detected in samples collected from the RS-1 on those dates (Attachment <br />1). <br />Geology and Hydrogeoloav <br />The area of the site is on the edge of the San Luis Basin eastward tiwng graben (CDMG, <br />1990). Stratigraphy in the site vicinity is comprised of four basic units described from the <br />surface: quanternaryalluvium/alluvial fan material; tertiary Sante Fe Conglomerate {USGS, <br />1979); precambrian pink granitic gneiss; and biotite/biotite-amphibole gneiss (BMG, 1988; <br />BMG, 1994). Local ground water underlying the site occurs in the Sante Fe <br />Conglomerate and the Precambrian biotite and biotite-amphibole gneiss ore zone (BMG, <br />1988). Refer to the SAP (MK, 1995) for a more detailed discussion of the geologic <br />setting. <br />Site Hy~roloav <br />The RRo Seco River flows adjacent to site operations. RRo Seco River flow is diverted via <br />a ditch into the Salazar Reservoir approximately 2 miles downstream. Two miles <br />downstream of the Salazar Reservoir, the Rito Seco River drains into Culebra Creek. The <br />remainder of the 15-mile target distance limit occurs within Culebra Creek (USGS, 1983). <br />Flow gaging recorded in 1988 at Station RS-1, located on the Rito Secc River at the <br />western edge of site operations, documented a monthly flow rate ranging from 4.6 to 8.8 <br />cubic feet per second (cfs)(BMG, 1988). RRo Seco River water pH measurements <br />recorded during SI field activities ranged from 7.37 (upstream of site operations) to 8.69 <br />(adjacent to Salazar Res.) standard units. Physical parameters of RRo Seco water <br />measured at sample locations during SI field activities are summarized below: <br />anolxeoc~~airoomnc - 3 - !~ 4 m/~4'~J <br /> <br />
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