HISTORY
Initial discovery of contamination in the evergreen system was in 1989.
It was originally specified by the consent judgment that the discharge
of treated groundwater could be accomplished by reinjection, discharge
to the city of Ann Arbor sanitary sewer, or surface water discharge to
the Allen drain. Implementation of the proposed work began following the
approval of the work plan by the RRD in June 1993. Contaminated groundwater
was extracted at the leading edge of the contamination plume, on Evergreen
Street. The contaminated water was piped to a treatment system and discharged
into the Ann Arbor sanitary sewer. In December 1993 GSI began injecting
water treated to non-dectable limits (less than 1 ppb) into the clean
Unit E Aquifer. Discharge to the Ann Arbor sanitary sewer ceased at this
time. Problems with the reinjection began as soon as 1994. The reinjection
well became plugged with bacteria and minerals. Frequent shutdowns of
the extraction well took place and in November of 1996 monitoring determined
that the plume had escaped the capture zone. At this time the sanitary
sewer was again permitted to be used as a discharge area so that continuous
extraction, treatment and discharge could occur.
An additional extraction well and reinjection well were installed to
capture the escaped contamination on Allison Street. It appears at this
time that the extraction wells are preventing further migration to the
east. Groundwater extracted from the area is piped back to the PLS Site
where it is treated and released to the Honey Creek Tributary.
LOCATION
The Core Area is defined as the area of the Unit C3 aquifer that is contaminated
with 1,4-dioxane exceeding 500 ppb. A portion of the PLS property is situated
above the Core Area. The Unit C3 Aquifer is connected to the deeper channelized
D2 aquifer which flows northeast to the Evergreen System. The Core Area
is also the source of contamination in the Unit E aquifer.
CURRENT STATUS
There are three extraction wells in the Evergreen subdivision and four
upgradient extraction wells closer to the source of higher contamination.
These wells remove 540 gallons per minute of contaminated groundwater.
These wells will continue to operate until the generic residential cleanup
criteria is achieved. Continued monitoring will occur at the site for
ten years following the achievement of the remediation criterion.