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MINUTES LEXINGTON CONSERVATION COMMISSION 8/8/00 PAGE 6 <br /> delineated by using data of the original submission of four years ago. At that time, the <br /> delineation of the wetlands for that submission was under question by abutters and they filed <br /> legal documents countering what had been established as the wetlands, but when the submission <br /> was withdrawn,they were told that that submission was moot. So the establishment of the <br /> wetlands should be based on current data from the last submission. Barbara Newman asked <br /> what assurance there is that the replication will take. Joyce Miller said she believes the failure <br /> rate is very high. <br /> Paul Newman, (Blueberry Road) submitted an addendum to his submission of August 2nd for <br /> the record. He does not believe that the stream today would look like the video taken in 1998 as <br /> of September 2. (Mr. Wolk confirmed that the stream had ponding water around A-10, he was <br /> not sure if it was running or not.) In the submission of August 2, 1998, it was stated that that <br /> year was the wettest rainfall year on record (15" of rain in June) and it is hard for him to believe <br /> that it came from a 1998 site visit of that stream. As detailed in his submission, he doesn't <br /> believe the stream dries up. He said that if the detention pond discharge data is correct, the <br /> minimum flow for a 10-year 24 hour storm would be 5 feet per second. This would be excessive <br /> for a soil based channel. It should not exceed 2.5 feet per second. Regarding lining the channel <br /> with rip rap, it is not appropriate for a wetland replication area because rip rap heats up and it <br /> will cause pre-thermal pollution which will cause the water to be too hot in that resource area. <br /> The velocity of water that comes out of the detention pond should be corrected. The manicured <br /> lawns will be a concern with the herbicides, etc. Is the replication area a replication area under <br /> 310 CRM 10 or is it a BMP? They propose a braided channel outlet from a detention pond <br /> through their replication area. The law states that a replication area has to replicate the functions <br /> and values of the wetland area being destroyed. There is no a replication area on the premises <br /> because a detention pond is used for collecting stormwater runoff. They state that the detention <br /> pond will discharge into their replication wetland and it will provide further cleansing of this <br /> contaminated water. He believes this is a stormwater management structure (a BMP) and there <br /> will be no standing water in it at all. They are offering only a 1 1 replacement on the premises. <br /> With at least 2:1 replication the success rate of replication is only about 12 to 50%. There are <br /> several types of streams, but he thinks this channel is a drainage way because it accommodates <br /> stormwater runoff. He believes the wetland at the top half of the parcel is not a braided stream <br /> channel, but a wooded swamp with an intermittent stream. It is proximate to the underground <br /> gnurreLwatertorthat_stream_whichis_the_spring_from_the-split-rocic and-also-serves-as-the <br /> surface water supply during the times of year when it is inundated. You have to recreate the <br /> same value and function of the wetland that is being destroyed. For a small wetland you need <br /> two water courses like this to recreate a headwater supply that discharges cool spring -like waters <br /> into this stream, so that this stream continues to flow as much as it does today There is no <br /> provision for overflow from the infiltrator units on the lots. They will require maintenance if <br /> they become clogged. They are close to the foundations of the houses which may be <br /> compromised and this may cause erosion of the steep slopes and everything will erode into the <br /> wetlands. Another major problem is that this is a small watershed and depends on all of its parts. <br /> He believes the detention pond will collect the majority of the stormwater runoff and it will <br /> discharge from two points instead of around the wetland. This water will flash off the premises <br /> and no longer be infiltrated into the ground and be slowly recharged back into the stream and the <br /> wetland system. The depth and time of saturation of the wetland system will be changed and <br /> degraded. <br />