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<br />Water Supply Reserve Account - Grant Application Form <br />Form Revised May 2007 <br /> <br />Applegate and Dick Stenzel will provide senior advisor roles to the engineering team lead by Jennifer Lee. <br />Evaluation of the use of the Peterson Ditch will be done considering winter operations scenarios, competition with <br />other users in the system, coordination with current operating requirements, and evaluation of potential changes in <br />operating requirements that may prove beneficial to both parties. The requirements of a diversion structure on the <br />Peterson Ditch will be reevaluated with regard to the discussions on this new ownership group. The Peterson <br />Ditch has a relatively unreliable and old diversion structure on the South Platte River that requires constant <br />maintenance. The opportunity for improvement of this structure and the upstream reach of ditch above the <br />reservoir will also be considered in terms of engineering and construction costs. There are also 404 permit issues <br />with regard to irrigation facilities that will be evaluated by legal counsel and the project team. <br />DeUverables for this task will include: <br />1. Preliminary engineering analysis of the infrastructure requirements for the Peterson Ditch summarized in a report. <br />The total fee for Task 3 is $40,000 <br /> <br />Task 4 Final Design of Ovid Reservoir <br />The results of the first three tasks should result in progress to warrant continuation of fmal design documents. <br />Applegate Group will serve as Engineer of Record with J. A. Cesare and Associates providing geotechnical <br />engineering. The original preliminary design efforts will be used where appropriate with new decisions and <br />directions incorporated into the final engineering effort. This will potentially include a new pump station and <br />diversion pipeline system at the river, modifications to the Peterson Ditch and other potential modifications based <br />on the reservoir operations modeling study. Engineering analysis will be done including final hydraulic evaluations, <br />structural analysis, geotechnical analysis, and lab testing of materials. Detailed construction plans and <br />specifications will be prepared suitable for bidding and building the project. The specifications will be in the form <br />of a written project manual using a Construction Specifications Institute (CSI) format. The construction plans will <br />be prepared in AUTOCAD on a 24" x 36" sheet size. It is estimated that a plan set ranging between 40 to 50 sheets <br />is required. These plans will not have approval of the State Engineer dam safety branch, but will be ready for <br />submittal for review as described in Task 5 of this scope. <br />Deliverables for this task will include: <br />1. A fmal set of construction plans stamped and sealed by a registered professional engineer with a Colorado <br />license. <br />2. A fmal set of construction specifications stamped and sealed by a registered professional engineer with a <br />Colorado license. <br />The total fee for Task 4 is $427,000 <br /> <br />10 <br />