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AECOM Report B&W - N - City of Guelph

AECOM Report B&W - N - City of Guelph

AECOM Report B&W - N - City of Guelph

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<strong>City</strong> <strong>of</strong> <strong>Guelph</strong>2008 Annual <strong>Report</strong>Closed Eastview Road Landfill SiteFurther to the above discussion, review <strong>of</strong> water quality further to the south <strong>of</strong> Eastview Road at monitor 9-Ihas shown a slight increasing trend for chloride and sodium starting in 2007. This is not considered to beleachate related as the PLCCS is working as designed. Similar to 2-I, the most likely source may be fromrun<strong>of</strong>f from the maintenance building that was used by the <strong>City</strong>. Further assessment <strong>of</strong> this water quality willbe undertaken as more data become available.Guideline B7 CriteriaAlthough there is no new leachate migration downgradient <strong>of</strong> the landfill, the monitors in this area were stillcompared to the RUG (Table C7 Appendix C). As observed on this table, there are several locations thatexceed the Guideline B7 criteria (RUG) for some parameters. Of all the parameters that exceed the B7 limit,only boron at location 16 is considered related to residual historical leachate impact as discussed above. Allother parameters that exceeded the B7 limit are considered to be either natural or as a result <strong>of</strong> road saltimpacts. These include:a) Chloride and sodium at locations 10-II, 10-III, 13-IV and 14-II. The parameters exceed the B7limit as a result <strong>of</strong> road salt impacts as discussed above. Further, the exceedance <strong>of</strong> chloride at2-I in the spring is also related to road salt effects.b) Sulphate at location 18-III. High sulphate concentrations at location 18 have been discussed inthe past and are related to gypsum (1992 Groundwater and Surface Water Monitoring <strong>Report</strong> –Eastview Road Landfill Site, GLL 93-134, dated June 1993).c) Elevated iron and manganese were once again noted at locations 2, 9, 10, 13, 14, 15, 16, 18 and35. These elevated parameters are considered naturally occurring and are created by thewetland and associated peat (iron) and in the outwash sand (manganese) as discussed inSection 4.3.The chemistry trends to the west <strong>of</strong> the site are provided in Appendix C (Figures C4 to C6). Groundwaterquality in this area is similar to previous years showing road salt effects and exhibits no leachate impacts,although increasing road salt effects continue to be noted at 30-I. This would be expected as groundwaterflow from the west is towards the site.In conclusion, there are no new exceedances <strong>of</strong> Reasonable Use measured in the shallow groundwaterdowngradient <strong>of</strong> the landfill. Some exceedances due to minor residual leachate effects still exist, but theseare continuing to decrease over time.4.4.2 Predicted Exceedances <strong>of</strong> Reasonable UseIf the PLCCS continues to work as designed to prevent any further <strong>of</strong>f-site migration <strong>of</strong> leachate, no newexceedances <strong>of</strong> the Reasonable Use Guidelines related to the landfill are predicted in the shallowgroundwater.(111414_2ra_apr29-09_city_<strong>of</strong>_guelph.doc) - 25 -

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