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8 Flow will be channelized at 20 cfs and the rocks will be submerged at 100 cfs. The gaging station Is not a part of the proposed project but it must not conflict with the project. There will be a takeout for boaters on the left bank. The line of rocks should not create II .keeper" problem downstream of them. They should also not cause an increase in depths during higher flows. A 404 permit will probably be required. Ben Urbonas of the UD&FCD and Greg Moore of the USACE requested that drawings of the proposed installation be sent to them so that they could review them prior to the construction of the gaging station. The general timing of the project was discussed. Jim Curnes wanted to know when he could expect construction to start. Ron Rossmiller said that WWE envisioned a 7 month process: 2 for design, 1 for reviews, 1 for the letting process, and 3 for construction. Ben Urbonas felt that the construction period could be as much as 6 months because of rock delivery needs. Quarrying operations might be the critical path constraint. This is a matter which WWE would investigate in final design. Cliff Pugh said that the USBR modeling would be completed by the end of April. If design begins on May I, then construction could begin in September or October. Even with a 6 months construction period, this would still have construction com- pleted before the 1990 runoff season. However, there is no time for delays. Cliff Pugh distributed copies of work done to date by the USBR and work still to be completed (copy attached). Ken Wright said he and local, state, and federal gov- ernment officials wanted to thank the USBR for the highly professional and great work they had done on the model. The rest of the group echoed his thanks. Greg Moore indicated that a 404 permit will be required with public notice for the project. He will need a general drawing of the boat chute configurations on 8 112- by II-inch paper along with total Quantities. The process could be started now. The meetIng adjourned about 11:30 a. m.