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17 December 1998 <br /> Page 3. <br /> failure, the EDB would not effect the K2, K3 or K4 bogs. It would then <br /> up well and continue down river. <br /> The other element in this is building a dike on the K6 bog itself. This would <br /> be set back into the bog, it would be roughly 10' and would have 3-1 slopes on <br /> one side to create a riparian zone. They would try to focus on building a new <br /> bog berm to replace the land lost with K5 and the area covered by the berms <br /> on K6 and K2 bogs. <br /> Mr. Sheerman asked, all the water that is being re-injected, is it going to be <br /> re#ingested along the trench. He was told they are only going to re- gest two- <br /> thirds of it. The treatment system is designed for boo gallons per minute. <br /> They only grant to re-infect the amount they are pu ' out of the ground <br /> water table, Zoo gallons per minute. <br /> Mr. Sherman asked where the rest will go It will go into a bubbler fountain <br /> that would be located either in the western tributary or over in the other <br /> perimeter channel that is isolated. One of the things Steve Hurley wanted to <br /> do was to create a brook trout spawning habitat because of the substrate <br /> here. it is very possible they could do this by adding treated water to this <br /> channel. <br /> Mr. Fitzsimmons asked how they ended up with alternative 2 Mr. <br /> S rmoniak thought it was a combination of different people talking about the <br /> alternatives, EPA and DEQ. The one that actually sloes more treatment is <br /> one of these, this actually remediates the site. At the same time, by doing <br /> this, you are also getting the bogs back. <br /> Mr. Fitzsimmons asked i <br />