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Dames & Moore, 1999 - USDA Forest Service

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Water Flow<br />

. The mine drainage area encompasses the underground mine, 1500-level main portal, 1100-level mine, and<br />

the 1500-level ventilator portal. The anticipated transport pathways for these areas are shown on Figure 6.5-<br />

4. Conceptual flowpaths for spring conditions (snowmelt period, roughly May to June) from the mine<br />

workings has been observed primarily from the 1500-level main portal, with relatively minor discharges<br />

from the 1 100-level portal and the 1500-level ventilator portal. Mine water discharge occurring fiom any of<br />

the surface exposures of faults or shear zones which intersect the orebody have not been observed.<br />

In the spring, snowmelt enters near-surface discontinuities in the bedrock south of the Site and flows<br />

downward through the open stopes above the 1500-level of the underground mine. Infiltrating groundwater<br />

flows through mineralized but unmined portions of the mine and contacts residual mineralization on rock<br />

faces of the stopes and tunnels. The water emerges at the 1500-level main portal (portal drainage), flows<br />

overland, and discharges to Railroad Creek. Infiltration to groundwater in the alluvium/reworked till may<br />

occur during overland flow transport which eventually reaches Railroad Creek as baseflow. The 1500-level<br />

main portal drainage and potential loading contribution is fiuther discussed below under Portal Drainage.<br />

Infiltration from upslope run-on also seasonally perches in the 1100-level tunnel which then emerges as<br />

Seep A-1. This water infiltrates the surfaces of the 800- and 1 100-level waste rock piles. An intermittent<br />

seep was observed near the base of the 800-level waste rock pile; the seep was sampled as it entered the<br />

intermittent drainage (SP-14 lower). The intermittent drainage then eventually infiltrates colluvium and<br />

glacial till and is assumed to discharge into the Railroad Creek as baseflow; however, it is not known for<br />

certain whether seep SP-23 is the discharge point for the infiltrated water hm the intermittent drainage; see<br />

Section 6.5.1.4 for further discussion.<br />

The 1500-level ventilator portal is located approximately one-half mile west of the 1500-level main portal<br />

(Figures 6.1-la). As mentioned in Section 4.1.3.2, a civil survey of the 1500-level ventilator portal<br />

indicated that the opening is approximately 20 feet higher in elevation than the 1500-level main portal. In<br />

addition, continuous flow measurements collected by a data logger installed at the 1500-level main portal<br />

(as discussed in Section 4.3.3.6) indicate relatively rapid and significant responses (within approximately<br />

one day) to precipitation events, which suggests that the pool behind the dammed portal is relatively low.<br />

Also, as discussed in Section 6.5.1.4, the chemistry of the water sampled at the 1500-level ventilator portal<br />

indicated very dilute concentrations of metals when compared with the 1500-level main portal drainage (P-<br />

I). Consequently, it is likely that the water observed flowing from the 1500-level ventilator portal is<br />

meteoric groundwater seeping out of the glacial soil through which the portal was noted to have been<br />

timbered for the first 300 feet.<br />

In the event that the water was actually backed up behind the failed portion of the 1500-level main portal to<br />

a level that would allow water to flow from the 1500-level ventilator portal, the water would not likely flow<br />

out of the opening but more likely would drain down through the "300 feet of gravels" noted on the mine<br />

map. In such an event, water would most likely flow through the subsurface into Railroad Creek<br />

downstream of the ventilator portal. A seep was observed below the 1500-level ventilator portal (SP-26).<br />

However, as discussed in Section 6.5.1.4, the chemistry of the SP-26 water indicated very dilute<br />

concentrations of metals when compared with the 1500-level main portal drainage (P-1), and SP-26 likely<br />

reflects meteoric water affected by an abandoned surface water retention area with tailings materials, and<br />

\~DM~SUI\VOLI\COMMOMWRwpbu~~boIdcn-2\nW.da 6-26<br />

17693005019Uuly 27.<strong>1999</strong>,4:11 WRAFT FINAL RI REPORT

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