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REP23183
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Last modified
8/24/2016 11:55:41 PM
Creation date
11/27/2007 3:38:31 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977004
IBM Index Class Name
Report
Doc Date
4/14/2003
Doc Name
Annuual Report
Permit Index Doc Type
Annual Fee / Report
Media Type
D
Archive
No
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Pitch Reclamation Project February 2002 <br />2002 Annual Reclamation Repon Page 9 <br />' 4.3.2 Groundwater Levels <br />' Seven piezometers were installed in the area of the Pinnacle Mine to monitor the piezometic <br />surface within the workings area behind the adit plug. The piezometers are identified as P4 through <br />P10. Piezometer P7 was installed as a replacement for P6, which was lost during plug <br />grouting/construction. The locations of these piezometers are provided in Figure 3. All seven <br />piezometers fluctuate seasonallywith the highest levels in late May or earlyJune. The water levels <br />are sympathetic with snowmelt and large precipitation events and decrease to stable levels after <br />these events. During 2002, the phreatic surfaces in all piezometers showed a reduced level of <br />fluctuation, probably attributable to the below average precipitation experienced in the region. The <br />seasonal low water levels observed in P-7 and P-10 are similar to, or slightly lower than, those <br />' observed in the preceding two-year period. A hydrograph of the piezometer water levels are <br />provided as Figure 4. <br />' 4.3.3 Pinnacle Adit Flow <br />The flow rate from the Pinnacle Adit at PP-01 has been monitored since November of 1993. The <br />' flow from the adit remains in a seasonal pattern of high flows during the short period of spring melt <br />in late May or early June and stable flows of less than 10 gallons per minute (gpm) throughout the <br />year. The measured peak flow in 2002 was 13.4 gpm on June 9, 2002. The average flow for 2002, <br />excluding the peak flow of June 2002, was 5 gpm. A hydrograph of the Pinnacle Adit flow at PP-01 <br />is provided as Figure 5. <br />' Water management practices employed at the Pitch site include storing additional water in the <br />North Pit Lake during the spring thaw. This seasonal practice results in the elevation of the North Pit <br />Lake water level rising by several feet during May and June. The purpose of this practice is to aid in <br />control of total suspended solids in surface waters on the site, which may become elevated during <br />the spring snow melt. The Pinnacle adit discharge point PP-01 is located just down gradient of the <br />North Pit Lake. As shown on Figure 5, the discharge at PP-01 increases every year in June. It is <br />' theorized that there is a hydrologic connection between the North Pit Lake at the higher water <br />elevation and the Pinnacle adit, causing increased flow at the PP-01 discharge point. snowmelt and <br />runoff from other surrounding sources, originating between the Pinnacle plug and the PP-01 <br />' discharge point, may also contribute to the seasonal pattern. Once the snowmelt period is over, <br />water is released from the North Pit Lake, the water level drops back to the original elevation range, <br />and the discharge at PP-01 returns to normal levels. <br />1 4.3.4 Radium and Uranium Concentrations at PP-01 <br />1 Dissolved radium 226 and total uranium have been monitored at PP-01 since March 1994. After <br />construction of the Pinnacle Adit plug in September 1995, both the dissolved radium 226 and total <br />uranium concentrations have stabilized at reduced concentrations. A graph of the radium and <br />' uranium concentrations at PP-01 is provided as Figure 6. <br />2002_ RECLAMATION RPT.DOC <br />
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