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The pond is visited during NPDES sampling and the v-notch weir is inspected to detemune if it is functioning correctly. Repairs are made on an as needed basis. The pond is inspected quarterly to determine if it is functioning correctly. Repairs are made on an as needed basis. The pond is inspected quarterly to detemune the condition of • its' embankment and spillways. Repairs aze made as needed. The pond will be removed when it is no longer needed. The outlet works will be removed and the embardanent graded back into the pond excavation. The area will be final graded so that it blends in with surrounding azea. The area will be topsoiled and seeded. Pond F receives runoff from the surface facilities, reclaimed surface mine, spoil springs, and underground mine discharge. TCC will survey the pond as per the schedule given above. The same criteria given above will be used to determine if the pond requires cleaning. If so, the material will be removed and hauled to the refuse pile or pit for disposal. The pond is visited during the periodic NPDES sampling and the condition of the measuring device is noted. Repairs aze made on an as needed basis. The measuring device is more a cutthroat flume that is located upstream of the road culvert. The weir encountered problems and the last fix was to install the 12" cutthroat flume to ensure accurate flow measurements. The pond will be removed when it is no longer needed. The embartlanent will be graded in and the outlet works removed from it. The stone in the spillway will either be reclaimed or placed in the pond excavation as part of the backfill. The area will be graded to blend in with the surrounding topography, topsoiled and seeded. In reference to Pond G, it receives runoff from a part of the surface facilities and the reclaimed surface mine. TCC will survey the pond as per the above schedule. The same criteria given above will be used to determine if the pond requires cleaning. If so, the material will be removed and hauled to the refuse pile or pit for disposal. • In reference to Pond T, it receives runoff from the magazine and storage yazd area. TCC will survey the pond as per the above schedule. The same criteria given above will be used to determine if the pond requires cleaning. If so, the material will be removed and hauled to the refuse pile or pit for disposal The pond is visited during the NPDES sampling and the weir is viewed to see if it is working correctly. Any problems are noted and repairs made as needed. Also, this is an MSHA pond and subject to weekly inspections. The outlet works aze inspected and repairs made as required. The pond will be removed when it is no longer needed. The embanlanent will be graded in and the outlet works removed: The stone in the emerging spillway will either be reclaimed or placed in the pond excavation as pars of the backfill. The azea will be graded to blend in with the surrounding topography topsoiled and seeded. FCB Treatment Facility Three treatment cells were constructed for treating mine discharge water from the Fish Creek Borehole. The cells location and cross-sections are shown on Maps 26 and 32, Fish Creek Borehole Area Facilities and Access Road, and Fish Creek Settling Pond Plan View and Cross Sections. The design for the culverts for the Fish Creek Borehole Access Road is presented in Exhibit 8r. The facility will consist of two adjacent dewatering wells, three treatment cells, chemical feed stations (sodium hydroxide and sulfuric acid), substation, access road and powerlines. The facility was modified in 2006 to replace the sodium hydroxide treatment system with an electro-coagulation unit. The water supply pumps as set within the dewatering wells immediately above the top of the coal seam in sealed mine workings in the Western Mining District. Electricity will be supplied by the powerlines shown on Map 39, Powerline Location. • MR06-20'7 2.05-76.2 04/25/06