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<br /> <br />ES-6 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />.,-- <br />-- <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The first improvement made in the watershed should be the construction of the Maul <br />Reservoir. TC&B evaluated the possibility of constructing the Maul Reservoir in multiple phases. <br />Based on that evaluation, it is recommended that the reservoir be developed in one phase due to the <br />limited cost-benefit of constructing the dam in multiple phases. Constructing the reservoir early will <br />allow for reduction of peak flows encountered downstream during large storm events. This is <br />particularly important due to the inability of the existing downstream structures to safely convey the <br />flows generated by the larger storm events. Prior to completion ofthe downstream improvements, it <br />is suggested that the Maul Reservoir outlet structure be fitted with gates to control more frequent <br />events (i.e. 2-, 5-, and to-year events) in the interim. <br /> <br />- The next priority would be to implement the charmel improvements along the main channel <br />of First Creek to convey the detained flows from the Maul Reservoir. This phase of improvements <br />would alleviate existing problems created by the lack of conveyance provided by existing drainage <br />facilities along First Creek. <br /> <br />Finally, the improvements to the channels in the Direct Flow Area 0055 should be <br />constructed to convey the flows from the tributaries in this area to the improved First Creek channel. <br />Construction of these improvements prior to completing improvements downstream along First <br />Creek could result in increased flood risks downstream. With the First Creek improvements in <br />place, the First Creek channel and drainage structures will have the capacity to handle the larger <br />flow rates caused by the increased conveyance of flow from the Direct Flow Area <br />