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MINE ID # OR PROSPECTING ID #: M- 1977 -493 PAGE: 8 <br />INSPECTION DATE: 9 -26 -00 INSPECTOR'S INITIALS: ACS <br />However, the E -dump topsoiling task is dedicated to the placement of 4 inches topsoil <br />over a 15 -acre area on top of the dump with topsoil to be derived from the McNulty <br />stockpile. The topsoil placed on the west out slope was from opportunistic salvage <br />at Eagle Park and did not deplete the McNulty pile. Also, topsoil has not yet been <br />replaced on the E -dump top surface. For these reasons, the DMG will continue to hold <br />the relatively small amount of bond dedicated to topsoil replacement on E -dump. <br />The Robinson Tailing Pond surface area was inspected. Dam Nos. 1 and 2 that impound <br />the Robinson tailing are not included in the SR -03 application and were not inspected. <br />The SR -03 application, in section 3.5, states that the "permit requires that the <br />Robinson impoundment flats be capped with rock material to a minimum depth of 6 <br />(inches)." DMG's position on the permit requirement for rock cover on all three <br />tailing impoundment flats at Climax is that the minimum thickness is 1 foot. <br />Reference page E -8 from the 1989 permit amendment AM -02 that states the tailing flats <br />will be "capped with rock from the open pit and /or rock dumps (variable depth of 1'- <br />3')." A six -inch minimum rock cover thickness is specified on page E -7 for interim <br />cover on the Mayflower Pond only. This discrepancy does not appear to be an issue <br />since the contract for the Robinson Pond rock - capping project targeted the <br />installation of an 18 -inch thick layer. A hand held power auger was used to drill <br />test holes in the Robinson Pond rock cap in several locations selected by the DMG <br />during this inspection. The high density and rocky character of the capping material <br />made penetration with the auger difficult. More than a dozen borings were attempted, <br />with three penetrations completed into the tailing. The depth to tailing was measured <br />at 16 inches in two of the holes and 17 inches in the third. Rock cover depths of <br />approximately 18 inches were also observed at the edges of the rock - capped area. <br />Based on observations made during this and previous DMG inspections, as well as the <br />information provided in the SR -03 application and in the Climax Mine annual <br />reclamation reports, DMG has determined that the rock capping and haul road <br />installation requirements on Robinson Pond have been satisfied over a 448 acre area. <br />The 219 -acre water pool area remains to be stabilized and capped, and sufficient bond <br />money must be reserved for this purpose. The McNulty cofferdam and haul road across <br />the Robinson tailing surface was constructed using open pit slough rock. The <br />remainder of the rock cap and the haul road across the tailing to No. 1 -Dam were <br />constructed using material excavated from the E -dump. The rock cap material grades <br />from boulder size down to coarse sand. The material is rocky, essentially devoid of <br />organic matter, and contains a percentage of pyritic sulfur making it an acidic soil <br />based on botanic standards. Clearly revegetation of the rock capped tailing presents <br />a significant reclamation challenge. Climax has established a biosolids program on <br />the Robinson Tailing Pond that will improve the texture of the cap material for plant <br />establishment and, more importantly, will provide an organic component to the <br />material. In addition, Climax is incorporating alkaline amendments into areas that <br />will be seeded in an effort to buffer the acidity. Climax is to be commended for <br />these efforts to build a viable plant growth medium from the rock cap material, and <br />is further commended for their success in minimizing dust generation through large <br />scale capping of tailing dams and surfaces. <br />Reclamation of the disturbed area designated as C -14 in the 1989 amendment AM -02 was <br />inspected. This area is located to the north and east of Eagle Park Reservoir and <br />was originally a borrow pit used during the construction of 4 -Dam. The overall slope <br />of C -14 is approximately 3.5:1 with small sections of much steeper slope located <br />around the rim of the regraded borrow pit and in certain small locations where bedrock <br />