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<br />A more specific cost break down is as follows: <br /> <br />l..t..ern <br /> <br />1. De-Watering (lump sum) <br />2. Remove Existing Structure (lump sum) <br />3. Earthwork (lump sum) <br />4. Sheet Piling (3800 square feet) <br />5. Pipe Piling (840 linear feet) <br />6. Obermeyer Bladder Gate (lump sum) <br />7. Radial Gate (lump sum) <br />8. Concrete (I50 cubic yards) <br />9. Reinforcing Steel (27000 pounds) <br />10. Contingency <br />11. Planning and Design Costs <br /> <br />Total Cost <br /> <br />Implementation Schedule <br /> <br />Estimated Cost <br /> <br />$ 18,000 <br />$ 15,600 <br />$ 16,000 <br />$ 69,700 <br />$ 14,300 <br />$165,000 <br />$ 13,000 <br />$ 43,200 <br />$ 14,400 <br />$ 66,500 <br />S 14.300 <br /> <br />$450,000 <br /> <br />The following schedule is proposed for implementation of the <br />project: <br /> <br />Lla!< <br />1. Complete Final Design <br />2. Order Pneumatic Structure <br />3. Start Construction <br />4. Complete Construction <br />5. Project is Operational <br /> <br />Social, Economic, and Physical Impacts <br /> <br />The project will have no significant social impacts. <br /> <br />~ <br />09/01/00 <br />10/15/00 <br />12/01/00 <br />02/01/01 <br />02/15/01 <br /> <br />Although shareholders in the RRLC will be impacted with increased <br />assessments for construction and loan repayment, the project will <br />have a long term positive economic impact by assuring annual <br />diversion of approximately 111,000 acre feet of water for <br />irrigation and as indicated on page 6 under alternative 1, the <br />reverse of this situation is ~ acceptable to the Company. <br /> <br />The project will have no significant physical impacts once <br />construction is complete. The new diversion structure will occupy <br />the same area as what exists now and will be about the same size <br />and shape. <br /> <br />feouibll1tyStudy <br />Riveor"ld~ R~..nVOlr and <br />Laml CO<T1pany Div~r.lon Structure <br />FebI'\Jary2000 <br /> <br />9 <br /> <br />