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Corey Heaps <br />CAM- Colorado, LLC <br />November 30, 2010 <br />Page 7 <br />16. Due to its proximity to the Colorado River, please describe in Section 2.04.7 what the <br />historical record is for flooding or having an elevated ground water table in the permit <br />area. <br />17. In Section 2.04.7(4)(b) of page 2.04 -26, it is stated that the current surface water users are <br />the landowners who irrigate the land west of Loma Drain and north of State Highway 6 & <br />50. However, there does not appear to be a map that shows who these landowners are. <br />Map 02, "Surface Ownership ", does not show sufficient aerial extent to the west and <br />north. Please revise Map 02 to show all relevant surface water users. <br />18. Referring to Map 08, "Hydrologic Monitoring Locations ", please explain why surface <br />water monitoring stations US -LD and DS -LD are located as far upstream as they are. US- <br />LD is located about 3,000 feet upstream from the permit boundary and DS -LD is located <br />not even midway along the western edge of the permit boundary. The downstream Loma <br />Drain surface water sample location (DS -LD) is actually located upstream of all <br />disturbance areas proposed for the loadout. Please clarify this or provide justification for <br />this site selection. It appears that a better site for downstream sampling on Loma Drain <br />would be further to the south where it exits the permit boundary similar to the site <br />selection for downstream Reed Wash (DS -RW). <br />19. Referring to Map 08, "Hydrologic Monitoring Locations ", please explain why surface <br />water monitoring station DS -CR is located where it might be influenced by the adjacent <br />gravel pits and by the flow from the upriver Grand Valley Canal. <br />20. There was a water court application submitted by Tavistock Partners LLC to the District <br />Court, Water Division 5 on November 19, 2009 that proposes water diversions for use in <br />the same area as the proposed Fruita Loadout. An amended application was submitted by <br />CAM - Colorado, LLC in September 2010. After reviewing this application it appears that <br />CAM is proposing to divert water for industrial uses on the Fruita Loadout site from both <br />Loma Drain and Reed Wash. This application is still in review with the Division 5 water <br />court. There is no discussion of these diversions in the current application. Please update <br />all appropriate sections of the PAP with this pertinent information including the water <br />rights discussion in Section 2.04.7. <br />This item refers to the last comment in Item 7 above. If construction operations (or any <br />other mining/industrial operations) might impede the flow of water in a stream system <br />CAM should contact the water commissioner to make sure they are not preventing water <br />from reaching downstream diversions. Also, if CAM diverts out of priority they will be <br />subject to administration by the Division of Water Resources. The operation's location <br />makes it unlikely that diversions direct from the Colorado River will be out of priority, but <br />it is a possibility in future years and it is a possibility on Reed Wash and Loma Drain. The <br />local water commissioner contact information is provided in the SEO letter provided in <br />Attachment 2. Please address these concerns and provide a substantive response. <br />