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Measurement and Payment <br /> Ditch 8 will be measured to the nearest linear foot. Measurement for payment will <br /> consist of physically measuring the length of the channel. Payment for this task will be <br /> paid for at the price established in Item 2 of the Bid Schedule per linear foot installed. <br /> Such payment shall be considered full compensation for all labor, materials, equipment <br /> and all other items necessary and incidental to the construction of the channel to the <br /> specifications, including furnishing and placing liners, furnishing and placing excelsior <br /> logs, placement of topsoil, distribution of seed and provision and installation of fertilizer <br /> as directed and described in the specifications. Payment will be as this task is <br /> completed and approved by the PROJECT MANAGER. Payment for this task will be <br /> made only for the unit price shown under Item 2 of the Bid Schedule. <br /> TASK 3 FEEDER CHANNELS <br /> Three (3) channels traverse the Sutey Refuse Pile from west to east, and contribute flow <br /> to Ditch 8. These channels currently empty into the old Ditch 8 on its west side. After <br /> completion of excavation of the new Ditch 8, and after filling of the old Ditch 8, these three <br /> (3) side channels will be extended across the old Ditch 8 to the new Ditch 8. In order to <br /> accomplish this, the side channel locations, where they traverse the now filled old Ditch 8, <br /> will be cut level into the slope, and will have a fall of five percent (5%)toward the new <br /> Ditch 8. The base of the channels shall be no less than two and one half feet (2.5') in <br /> width. The cut slope on the uphill side of the feeder channels, and the berm to be built on <br /> the outside will create the sides of the ditches. <br /> Berms will be created on the outside of each of the side channels from ten feet(10') above <br /> the old Ditch 8 to their junction with the new Ditch 8. These berms will be constructed of <br /> topsoil derived from the Sutey Topsoil Stockpile. The berms will be three feet (T) in <br /> height, and will have side slope no steeper than 1.5 H : 1 V. These berms must be <br /> compacted in place during construction using a light dozer. <br /> The new segments of the side channels will be topsoiled to a depth of four inches (4"). <br /> Topsoil will be applied to the inside, or cut side, of each feeder channel from the base to <br /> the top of the cut. Topsoil will also be applied to the base of the feeder channels. As the <br /> outside berm is constructed of topsoil, additional topsoil application is not required at that <br /> location. In order to achieve successful application of the liner, specified below, it will be <br /> necessary to remove clods and rock from the surface of the soil. A flat, uniform, rock- <br /> and dip -free soil surface must be established prior to seed and fertilizer application. <br /> The seed and fertilizer may not be applied until such a surface has been achieved. <br /> Upon completion of topsoiling, diammonium phosphate fertilizer(18-46-0) shall be <br /> applied at a rate of 300 pounds per acre. Seed, provided by the PROJECT MANAGER, <br /> will be applied at the rate of ten pounds (10#) per acre. <br /> After seeding and fertilization is complete, a liner shall be installed. The liner shall <br /> consist of 100% coconut fiber encased top and bottom in heavyweight ultra violet <br /> stabilized netting. Components shall be sewn on 1.5 inch centers. North American <br /> Green 125 or approved equivalent is acceptable. The liner shall be installed per <br /> manufacturer's specifications. The liner shall be applied so that it extends across the <br /> base of the channel, and up each side a distance of at least two feet (2.0'). <br /> 11 <br />