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JD -6 Mine — Drainage Design Plan 1 <br />1. INTRODUCTION <br />1.1 Purpose <br />This Drainage Design Plan presents the design analysis for the stormwater drainage facilities at the JD -6 <br />Mine, which is located in Montrose County, Colorado and owned by Cotter Corporation (N.S.L.) (Cotter). <br />The plan addresses aspects of stormwater collection, conveyance, and retention design necessary to comply <br />with the Colorado Division of Reclamation, Mining and Safety (DRMS) drainage criteria. <br />1.2 Overview - Runoff Areas and Routing <br />The JD -6 Mine is located below the north - facing escarpment of Monogram Mesa. The underground mine <br />is located on the Department of Energy (DOE) lease tract C -JD -6 (530 acres) as shown on Plate 1. The JD- <br />6 Mine is permitted for 6.24 acres of surface disturbance and the current affected area is 3.24 acres. <br />Mining activities that have the potential to affect stormwater discharge at the JD -6 Mine include the <br />following: <br />• The waste rock storage pile (1.53 acres) <br />• Access roads <br />• Vent holes (2) <br />These facilities occur in two main sub - basins, which are identified as B 1 and B2 on Plate 1. Sub -basin B 1 <br />occupies 1,205.7 acres and is drained by an unnamed intermittent stream that flows east and northeast into <br />the Paradox Basin (Plate 1). The two vent holes and associated access roads are located off county road <br />EE16 in Sub -basin B1. The ground surrounding the vent holes is minimally graded to direct water away <br />from the vent holes, and vegetation is well established. The vent holes would have minimal or no effect on <br />stormwater quality. <br />Sub -basin B2 occupies 296.1 acres and is drained by an unnamed intermittent stream that flows north into <br />the Paradox Basin (Plate 1) and is tributary to East Paradox Creek. The stream is intermittent in its upper <br />reaches and ephemeral on the floor of the Paradox Valley. Sub -basin B2 contains the mine facilities which <br />are the area of primary focus for this Drainage Design Plan. Stormwater is managed to reduce the potential <br />for runoff from upslope to contact disturbed ground in the mine facilities area, as described in detail in the <br />following sections. Runoff from undisturbed surfaces, areas of minor disturbance, and areas not containing <br />designated chemicals or potentially toxic or acid forming materials is considered "non- contact" stormwater <br />because it has not had potential exposure to pollutants. <br />Table 1. Major Sub -Basin Areas at th a JD -6 Mine <br />Sub -Basin Area Area Description <br />(ft ) (acres) <br />B 1 52,519,930 1,205.7 Main sub -basin for lease area & underground workings <br />B2 12,899,050 296.1 Main sub -basin containing waste rock pile, adit, mine facilities area <br />1.3 Adjacent and Ancillary Facilities <br />The adjacent Mineral Joe claims (144 acres) are owned by Cotter and are permitted under a separate mining <br />permit (M- 1977 -284) and stormwater permit (COR 040177). Due to its close proximity to the JD -6 Mine, <br />some of the stormwater management performed at the Mineral Joe Mine site is beneficial to both <br />properties. However, the two sites operate under separate mine reclamation permits and stormwater <br />management plans. Specifically, the stormwater diversion structures which are associated with the JD -6 <br />Mine are also beneficial in reducing run -on to the Mineral Joe Mine facilities, while the stormwater <br />retention pond associated with the Mineral Joe Mine collects runoff from the JD -6 waste rock pile. <br />4148A.131028 Whetstone Associates <br />