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Dames & Moore, 1999 - USDA Forest Service

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aquifer from the portal drainage, observed as seep flow into the lagoon, provides adequate recharge to<br />

provide sufficient discharge from the alluvial aquifer to account for flow in Railroad Creek.<br />

Reach 2 - RC-4 to RC-2 (Table 4.4-10, and Figures 4.4-20 and 4.4-21)<br />

Similar to Reach 1, the sum of the water balance estimates generally indicate an error bias toward<br />

negative values, although the estimate errors in this reach may also be slightly positive. The water<br />

balance equation for Reach 2 is expressed as:<br />

where:<br />

where:<br />

Qrc2 = 5 1 5 to 529 cfs (spring)<br />

Qrc4 = 460 cfs (spring)<br />

Qa = 5.3 cfs (spring)<br />

Qsr = 3.4 cfs (spring)<br />

Qt = 59.8 cfs (spring)<br />

Qrc2 = Qrc4 + Qa + Qsr + Qt (Reference Equation 4- 14)<br />

140 to 144 cfs (fall)<br />

125 cfs (fall)<br />

1.6 cfs (fall)<br />

0 cfs (fall)<br />

16.3 cfs (fall)<br />

Qr = Qrc2 - (Qrc4 + Qa + Qsr + Qt) (4- 16)<br />

Qr = - 13.5 to 0.5 cfs (spring) -2.9 to 1.1 cfs (fall)<br />

Relative to RC-4, the estimate errors range from approximately 1 percent to -3 percent. This magnitude<br />

of error is well within the measurement error for flow in Railroad Creek. Thus, there does not appear to<br />

be any missing flow components that are large enough to impact the water balance.<br />

There is a gain in flow in Railroad Creek between RC-4 (Qrc4) and RC-2 (Qrc2) for both the MaylJune<br />

and September 1997 time periods; the increased flow was measured to range between 12 and 15 percent.<br />

During the MaylJune 1997 time period, there was an estimated gain of direct surface water runoff<br />

contribution to Railroad Creek from the north bank of Railroad Creek (Qsr north bank) of less than 0.7<br />

percent. There was no gain of surface water from the south bank of Railroad Creek (Qsr south bank) due<br />

to the presence of surface water interceptor ditches to the south of the tailings piles. During the<br />

September time period, the runoff from the south and north banks was assumed to be approaching zero.<br />

There was no measurable contribution of water flow from the bedrock aquifer for both the MayiJune and<br />

September time periods within this reach.<br />

4.5 CULTURAL RESOURCES<br />

The 1975 ORB report noted that the Site is eligible for nomination as a historic site. This was confirmed by<br />

a USFS, Pacific Northwest Region, Determination of Significance and Effect form which indicated that the<br />

Site was determined to be eligible as early as 1979. A "Draft Determination of Eligibility Report," dated<br />

1991, was prepared by the USFS and nominated the Holden Mine Historic District to the National Register

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