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Warehouse Area No. 2 -This SAE consists of approximately 1.5 acres located between the Stoker Pad and the <br />Warehouse/Shop SAE's. There is little or no drainage from the flat, graveled area, and any flow from the area would <br />be controlled and treated by either the Stoker Pad silt fence or the warehouse exemption rock check dam. <br />Tipple No. 2 Loadout Tunnel -The Tipple Loadout Tunnel SAE consists of small disturbed area surrounding the <br />tunnel on the east side as identified on Permit Renewal Map 5 (Roads, Powerlines and Facilities). The sunrounding area <br />is well-vegetated and rock/gravel filter dams have been installed in the ditches along the railroad track. This SAE was <br />approved by the CMLRD on June 23, 1988 with MR 88-27. Runoff from from a 10-year, 24-hour event for this 0.10 <br />acre exemption area would be negligible. <br />Pond B Access Pad -This SAE covers about 0.3 acres adjacent to Pond B. The area is gently sloping, with heary <br />vegetative cover on adjacent areas bordering Foidel Creek, acting as a filter to prevent sediment contributions to the <br />stream. CYCC constructed a berm and rock filter to further control and treat the anticipated 0.01 acre-feet of runoff; <br />generated by the 10-year, 24-hour event. <br />Pond D East Area -The Pond D East Area 5AE covers 0.7 acres adjacent to the emergency spillway, overland <br />conveyor, and haulroad. Runoff from this azea flows along the haulroad and collects between the haulroad and the <br />Pond D embankment, immediately to the east of the culvert, which conveys Pond D discharge to Foidel Creek. The <br />area is vegetated, and a sump and rock filter treat the anticipated 0.04 acre -feet of runoff from the 10-year, 24-hour <br />design storm event. <br />Pond D West Area -This SAE covers 0.7 acres between the haulroad and pond embankment discharge point, along <br />with a portion of the overland belt. CYCC constmcted a rock filter to treat any of the anticipated 0.04 acre-feet, 10- <br />year, 24-hour runoff from the area. <br />Pond F and Wastewater Treatment Faciliri -The Pond F/Wastewater Treatment Facility SAE covers approximately <br />5 acres and is located southwest and northwest of Pond F. The SAE area consists of a 0.5 acre paved parking lot and <br />slope which drains down to the west embankment of Pond F, the outslopes and tops of the ponds of the wastewater <br />treatment system, and the building and roads associated with the treatment facility. The building pads and roads are <br />graveled, minimizing the potential for sediment loss and transport from the area. Any drainage from this area will flow <br />along the north side of Pond F and light-use road railroad embankment. The area is well vegetated and arock-check <br />dam will filter any surface mnoffprior to discharge. <br />Overland Belt West -This SAE covers approximately 0.5 acres between the haulroad embankment and railroad tracks <br />west of the Haulroad C rail crossing. Runoff from this relatively flat area would be very limited, with estimated runoff <br />for the l0-year, 24-hour event of 0.03 acre-feet. Any limited drainage flows would be treated by a rock filter. <br />Haulroad C Toosoil Pile -The Haulroad C Topsoil Stockpile SAE covers approximately 0.3 acres between the <br />haulroad and Foidel Creek, and is located across from Pond C. Runoff from the area is approximately O.OI acre-feet for <br />the l0-year, 24-hour event, with mnoff flows to be controlled and filtered by a berm, rock filters, and the established <br />vegetative cover. <br />Scoria Storage Area (TR OS-451- A portion of the former Haul Road A northwest of Pond C is used as a storage area <br />for the scoria and gravel materials used in maintaining mine roads. The Scoria Storage area covers approximately 0.87 <br />acres. The surface of this area is graded so that most minor drainage is naturally contained. Runoff from any <br />significant storm event drains to the south and east, where an existing berm routes runoff flows to a sump and collection <br />ditch designed to treat the mnoff from a 10-year, 24-hour stone event. From this ASC, the ditch directs drainage flows <br />through awell-established vegetative filter to Foidel Creek. The SAE demonstration for the Scoria Storage Area is <br />provided in Exhibit 8U. <br />Storage and Training Area (Trudv's Corner - TR OS-45) - An area located east of Pinnacle Peak and northeast of <br />Pond A previously disturbed and used in conjunction with historic surface mining activities (Tmdy's Comer), is <br />currently utilized as a materials storage and training area. This area encompasses approximately 0.78 acres. Drainage <br />from this area flows to the west to an existing drainage ditch along the Pond A access road, then approximately 0.15 <br />miles through the vegetated ditch and awell-established vegetative filter to Pond A. An SAE demonstration <br />MROS-197 2.05-81 09/07/05 <br />