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The applicant will conduct monitoring of ground water in a manner <br />approved by the Division. The ground water monitoring plan can be <br />found in Exhibit 8 of the Permit Renewal binder (4.05.13(1)). <br />2. The applicant will conduct monitoring of surface water in a manner <br />approved by the Division. The monitoring plan was submitted under <br />2.05.6(3)(b)(iv) and includes monitoring under NPDES permit CO- <br />0027154 for Pond dischazges as well as additional surface water <br />monitoring outlined in Exhibit 8 of the Permit Renewal binder <br />(4.05.!3(2)). <br />IV. Topsoil <br />Replaced stockpiled soils will be chisel plowed in addition to contour furrowed. These <br />soils will be drill seeded as soon as practicable following topsoil replacement. Under <br />certain conditions, where necessary to control erosion, such as between graded spoil and <br />topsoil or on long steep slopes, diversion ditches would be constructed. <br />V. Sealine of Drilled Holes and Underground Openings <br />The Division will require that each hole, well or other underground opening be capped, <br />sealed, backfilled, or otherwise properly managed (4.07.3). <br />VI. Use of Explosives <br />The explosives azea at CYCC has been transferred to the Foidel Creek Mine, <br />Permit No. C-82-056. No explosives have been used at the Eckman Pazk complex <br />within the last permit term (1991-1996), at the least. The requirement to have 3 years of <br />blast records filed with the public files at the mine site expired in November of 1992. <br />Therefore, the requirements of this section no longer apply. <br />VII. Disposal of Excess Sgoil <br />To accommodate the mine plan and pit development and to facilitate the restoration of <br />the approximate original contour, two excess spoil piles were proposed. Excess spoil pile <br />No. 1 is located in Sections 7 and 8 in TSN, R86W and excess spoil pile No. 2 is located <br />in sections 13 and 18 in T4N, R86W. Both aze located in the Eckman Park azea along <br />the slopes of the Foidel Creek drainage south of Pinnacle Peak. Their locations are <br />depicted on Map 9a "Hydrologic Features and Sediment Control." Engineering and <br />design information is located in Exhibit 9. Each is protected from surface runoff by 100 <br />yeaz diversion ditches designed as outlined in Figure 32 of the permit. Quarterly <br />inspections required during construction were discontinued during 1985 as both piles <br />were complete, vegetated and stable. <br />22 <br />