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2021-04-14_PERMIT FILE - C1996084 (8)
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2021-04-14_PERMIT FILE - C1996084 (8)
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Last modified
1/3/2023 10:01:38 AM
Creation date
1/3/2023 9:59:45 AM
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Template:
DRMS Permit Index
Permit No
C1996084
IBM Index Class Name
Permit File
Doc Date
4/14/2021
Doc Name
page 2.05-46 to 2.05-123
Section_Exhibit Name
Section 2.05 Operation and Reclamation Plans Part 2
Media Type
D
Archive
No
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• Surface Water <br />Surface water flow within the permit area is limited and occurs in conjunction with storm events or <br />snowmelt. Flow within Lorencito and Cow Canyons is discontinuous along the channel length due <br />to communication between the colluvial materials and the stream (see discussion in Exhibit 8). The <br />watersheds are small in lateral extent, with the exception of Lorencito Canyon, which receives over <br />half of its flow from watersheds upstream of the area. The baseline reconnaissance suggests that <br />springs contribute an insignificant flow to the annual yields from the watersheds. Consequently, <br />there is little surface water flow to be impacted during mining. <br />The probable hydrologic consequences of mining on surface water in the Lorencito Canyon permit <br />area will vary depending upon the type of disturbance, and the period of time under discussion. <br />There will be three types ofpotential disturbance at the site: facilities area disturbance; disturbance <br />associated with surface mining; and affected area disturbance associated with subsidence from <br />undermining. Disturbances will vazy from the operational phase to the post-mining or reclamation <br />phase. Impacts are typically classified into changes in flow or changes in water quality. <br />Quantitative impacts to surface waters which are derived from disturbances during operations will <br />consist of increases in peak discharges and runoff volumes associated with the reduction of <br />vegetative cover. Most of the runoff from disturbances associated with the operation will be treated <br />• by sediment ponds, which will discharge storm waters for several days following a storm event. This <br />will temporarily modify the stream's original runoff hydrograph by extending the period of flow. <br />Elevated peak discharges from the disturbed areas will occur across limited areas, as ponds will be <br />located as close to disturbances as possible. <br />Water will be required for potable water, bath house use, and water within the mine. Water <br />consumption requirements will range from 15 acre-feet in 2003 to 75 acre-feet in 2012. Water <br />consumption is not expected to increase for the duration of the life-of--mine (Table 2.05.2-1A). <br />It is anticipated that long-term, there will be low flow springs discharging from the surface mine on <br />the north facing slopes of Jeff Canyon and Cow Canyon following snowmelt and precipitation <br />events. The springs will exhibit flows from March through June, as a consequence of snowmelt, and <br />may flow again in August and September if precipitation from late summer thunderstorms is <br />considerable. Typically there will be a two-to-four week delay between the period of high <br />infiltration and the subsequent discharge from the aquifer. Spoil spring discharges may contribute <br />to the Purgatoire River during the spring, if water is running in the streams. It is unlikely that the <br />fall discharges will travel to the Purgatoire, due to their limited flow rates and the high infiltration <br />which will occur in the dry canyon bottoms. <br />Qualitative changes to surface waters which are derived from disturbances during operations will <br />consist oftemporary increases in total suspended solids (TSS) and total dissolved solids (TDS). The <br />increases in suspended solids will be restricted to the disturbance areas, as sediment ponds and other <br />• <br />ass-rem,¢ rev (Nuv.4-o2).wpe 2.05-100 (Revised 10/31/02) <br />
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