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Agenda - Council - 09/25/1990
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Agenda - Council - 09/25/1990
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4/7/2025 11:01:41 AM
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12/9/2003 9:15:33 AM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
09/25/1990
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I <br /> <br /> ! <br /> I <br /> I <br /> I <br /> I <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 contact cannot be clearly defined due to physical similarities between the two <br /> <br />formations .... the two formations are interpreted as one bedrock unit for Site P (p. <br /> <br />P-II6)." Hence, the authors have elected to combine the St. Lawrence which is <br />typically an aquitard, with the Franconia which is typically an aquifer, but is <br />sometimes considered an aquitard. In the Site Hydrogeology section there is no <br />discussion of the site-specific hydrogeologic characteristics of these combined <br />formations -- it is unclear whether the combined formations are expected to act as-a .... <br />confining layer or aquifer. Given that most of the drilling logs describe the <br />uppermost bedrock as a sandstone, it is expected that the combined St. Lawrence- <br />Franconia acts as an aquifer. <br /> <br />Section G: Summary <br /> <br />On page p. P-146, It states that '"oackground water quality results will be discussed <br />in the EIS." The backgrou, nd groundwater quality results discussion was not <br />addressed. <br /> <br />Depth to groundwater is relatively shallow (less than 10 feet) beneath portions of <br />the site, and wetlands southwest and east of the site reflect the water table <br />elevation (p. P-148). Hence if a release were to occur from the facility, the <br />potential for impacts to groundwater is high. <br /> <br />Page P-149 discusses possible contaminant migration pathways for Site P. The <br />bedrock aquifer should also be considered at risk to contamination since it is in <br />direct hydraulic connection with the overlying buried outwash and tunnel valley <br />deposits. <br /> <br />Page P-149 it states that "designing a monitoring system which will address <br />conditions prior to, during and possibly after remediation [of existing contamination] <br />may be difficult." This is very true -- since potential contaminants from Site P <br /> <br />7 <br /> <br /> <br />
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