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flowing to the First Park area via the ditch in the spring of 1904 (Mercer, 1967). The main ditch, <br /> as well as the main laterals, is basically an unlined open channel excavated in shallow soils and <br /> sandstone. Where the ditch crosses drainages, pipes and aqueducts have been constructed to carry <br /> the flow. The main ditch has an average gravity run of four feet per mile from the San Miguel <br /> River to the First Park area (Mercer, 1967). For a more historical discussion on the Colorado <br /> Cooperative Company's development of the regional ditch system, the reader should refer to <br /> Section 2.04.3 of the permit, Site Description and Land Use Information. <br /> The West Lateral splits off the main ditch near the northern boundary of the Nucla town site. The <br /> West Lateral follows a ridge-top course westward from Nucla through the NHM area to the main <br /> north-south county road(2700 Road),then winds south and southwest until the conveyed irrigation <br /> water is used by the various shareholders located along the ditch's course. A total of 18 diversions <br /> were identified on this lateral; many consist of wooden "splitter boxes" that divert a consistent <br /> proportion of the irrigation water from the lateral to fields via small ditches and channels. Some <br /> diversions simply consist of pipes and hoses that also route irrigation water to fields which are <br /> slightly lower in elevation. <br /> The West Lateral irrigation ditch is an unlined open channel. Where the ditch courses along the <br /> ridge top separating Tuttle Draw to the north and the Calamity Draw Valley to the south, the ditch <br /> has been excavated through shallow soils into the highly fractured and weathered sandstone. Over <br /> time, the ditch channel bottom has been subsequently scoured and eroded, resulting in significant <br /> reaches of exposed and fractured sandstone. Further down the ditch course, the ditch channel is <br /> constructed through deeper soils, and features a sandy channel bottom. In most reaches,vegetation <br /> grows so heavily on the banks that the Colorado Cooperative Company performs routine cutting <br /> and cleaning to ensure the integrity of the ditch channel. Occasionally, where the ditch courses <br /> through the deeper soils, the ditch bottom is periodically cleaned out (dredged). The overall <br /> gradient of the West Lateral irrigation ditch is approximately .014 ft/ft <br /> Flow in the West Lateral irrigation ditch is exclusively controlled by the Colorado Cooperative <br /> Company. The ditch is "turned on" usually in mid-April, and continues to operate up until about <br /> mid-October, depending on the length of each year's growing season and the availability of flow <br /> in the San Miguel River. During the remainder of each year, the ditch is turned on temporarily to <br /> provide water for filling cisterns and stock ponds. Water delivered via this lateral and the rest of <br /> the surrounding ditch system provides a water source for irrigation, drinking water and livestock <br /> use, and is the dominant seasonal influence of the hydrologic regime in the vicinity of the NHM. <br /> Most reaches along the West Lateral lose irrigation flow to diversions, evapotranspiration and, of <br /> course, seepage. The reaches that showed a loss in flow had water being withdrawn along each <br /> reach through diversions on the day the study was performed, as well as significant lengths of <br /> heavily vegetated bank sides. Seepage of irrigation water occurs along the entire reach of the West <br /> Lateral,probably occurring at higher rates and volumes along the "ridge-top" reach where the ditch <br /> was excavated through the shallow soils into the highly fractured sandstone. <br /> The two reaches where the ditch featured gains in flow are portions of the general "ridge-top" <br /> segment of the West Lateral. The ditch channel bottom in this reach is largely fractured and <br /> weathered sandstone, and likely results in relatively large amounts of seepage. This seepage, in <br /> 12 <br />