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Ll <br />Mr. Michael T. Feeley <br />February •,:• <br />Page 3 <br />i is • � i � is • • i •' r • C • :: i f:. •. <br />• • �:� • iii •"ii•'• • <br />II •Its Is • •• • r. c ! • <br />_ •' • " .: • is ; ' • ' • • •` • ..': • •. <br />114 <br />well <br />for • • <br />Well 11, the monitoring well north of WMU-E, is the fourth well which <br />was found to have an insufficient water volume during the summer <br />months of 1988. As with MW -7, if the water level is found to decrease <br />beyond an adequate sampling depth, this well will also be <br />redeveloped in an attempt to remove any fill from the bottom of the <br />casing and increase the water depth in the well. The depth of the <br />screened interval of this well is from 50 feet to 70 feet, indicating as <br />much as 2.5 feet of silt may be removed from this well. <br />ITEM 3 Construction of downgradient well <br />An additional downgradient-• in October of <br />1988 to monitor the area downgradient of the northeast <br />comer of - <br />ITEM 4 Determination of ground water flow rates <br />= •:' • • R • • • • • • . � - • 1. <br />• is •:. • •: i . • • <br />_ pumpandslugtests, will• eused to determine thegroundwater <br />flow rates of the aquifer beneath the Forward Landfill. This <br />information be • -i to your • - not than April 15, <br />8 • <br />