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tlocations of wells most closely adjacent to the property. From the data " <br /> supplied by the Colorado State Engineers Office it appears that these <br /> ' wells are obtaining water from the alluvium (sand and gravel ) rather than <br /> ' the underlying bedrock. As shown on that drawing, a significant number <br /> of the surrounding wells are not presently in use or have been totally <br /> abandoned. The wells which are presently in use are generally north and <br /> east of the site, lying much closer to the river than the site is. A more <br /> ' detailed description of groundwater conditions is found in the water <br /> ' management plan, included as Appendix 11 . <br /> 6. Flooding and Drainage: In addition to handling its own on-site drainage <br /> the site under consideration receives storm runoff from subdivisions <br /> ' located to the south and southwest. This runoff is of such volume that it <br /> crosses West 4th Street which has no curb or gutter on its north side, <br /> ' overtops the concrete-lined irrigation ditch along the south edge of the <br /> property, and flows down through the site. A storm drain has recently <br /> 1 been constructed down North 35th Avenue and it is anticipated that when <br /> ' West 4th Street is re-constructed sometime in the future with adequate <br /> curb and gutter, the off-site drainage problem may be alleviated. At <br /> ' present however, both the site drainage and off-site drainage flow down <br /> the tailwater ditch on the site and flow into the Greeley No. 3 ditch <br /> 1 immediately west of 35th Avenue. <br /> ' 7. Soils: The soils at the site include the Otero Sandy Loam and Ustic <br /> ' Torriorthents. The distribution of these soils is shown on Drawing 5. <br /> These are generally deep, well drained soils consisting of sandy loams. <br /> 1 <br />