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The berms will be constructed to a minimum height of four (4) feet and a minunum width <br />of twenty-one (21) feet from toe to toe at the base of the trapezoidal shaped berm. The <br />berms may become proportionately lazger if the overburden and topsoil adjacent to the <br />excavation is of sufficient quantity to justify the size without a long haul distance. The <br />berm will be compacted to approximately to 95% of optimum and then seeded with <br />western wheat grass to stabilize the soil for the long-term need of these earthen sediment <br />control facility structures. This type of earthen structures will be used wherever the <br />potential of erosion is present due to the topography. As noted in your review the pit is <br />bisected by a lazge drainage and this type of earthen structure will be used to control the <br />sedimentation from reaching into the waterways. This should help to prevent any <br />sediment from reaching the major drainages. <br />3.) The applicant Leone Sand and Gravel, LLC will prepaze a Storm Water Management <br />Plan (SWMP) and a Spill Prevention Control and Counter measure (SPCC) plan, for this <br />site. As you know each SPCC plan, while unique to the facility it covers, must include <br />certain elements. The elements required are that the SPCC plan be cazefully thought out, <br />prepared in accordance with good engineering practices, and should address operating <br />procedures that prevent oil spills; control measures installed to prevent a spill from <br />reaching navigatable waters; and counter measures to contain, cleanup, and mitigate the <br />effects of an oil spill that reaches navigable waters. To meet the above requirements a <br />Storm Water Management Plan and a Fuel Berm Management Plan, plus a Spill <br />Prevention Control and Counter Measure Plan will be done for this site. A permit from <br />the Colorado dept. of Health & Environment Water Quality Control Division will also be <br />obtained. Copies of all of the above plans and permits will also be sent to the Division of <br />Minerals & Geology. <br />Containers of lubricants and fuel will be stored on site. To contain the fluids if a tank <br />should fail an earthen berm will have been constructed azound the tanks. The size of the <br />berm will be lazge enough to hold 110% of the maximum storage of all the tanks and <br />small containers. The capacity of the bermed area will be calculated as follows: <br />Convert to cubic feet use 0.13368 to go from gallons to cubic feet. <br />Therefore for example if a fuel has a capacity of 2000 gallons the formula to figure the <br />bermed azea is <br />2000 gallons x 0.13368 = 267.36 cubic feet <br />Assume a 3-foot deep bermed area <br />Then to figure the azea of the containment area you would <br />divide 3' into 267.36 c.f. = 89.12 sf <br />Say the fuel tank is 10 feet dia. then divide 10' into 89.12 sf = 8.91 ft round up to 9 ft. <br />Then a container 10' x 9' x 3 fr. deep = 270 cf is 100 % capacity then increase by 10% <br />270 cf x 1.10 = 297 cf say 300 cf <br />300cf = 10' x 3' deep x (X) 300cf/ 30sf = X THEREFORE X = 10 ft. <br />