AECOM Report B&W - N - City of Guelph

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City of Guelph2008 Annual ReportClosed Eastview Road Landfill SiteTable 5.Summary of 2008 Routine Groundwater SamplingFormationMonitor LocationsSamplingProgram Actual Sampling Frequency and Comments(Per Year)Waste 51-IR, 59-I, 65-I, 67-I Four times four times during 2008Waste/Fill 51-II, 57-I Four times four times during 2008Outwash Beneath 58-I, 63-I,three times 2008 (insufficient volume for sampling)Waste55-IR, 56-I R, 61-IR, 66-IRnot sampled in 2008 (insufficient volume for sampling)Sandy Outwash 2-I, 10-II, 13-IV,13-V, 14-II, 15-IV, Four times four times during 200818-III, 30-I, 35-I, C2-I, C6-I, C9-I,C10-I, C11-I10-III, 15-Vthree times 2008 (insufficient volume for sampling)14-III,two times 2008 (insufficient volume for sampling)17-IV,once during 2008 (insufficient volume for sampling)2-II, 9-I, 11-II, 28-I, 16-IV, 16-V Two times two times during 2008once during 2008 (insufficient volume for sampling)26-Inot sampled in 2008 (insufficient volume for sampling)Upper Till 4-IIIR, 5-II, 11-I, 13-III, 21-I, 60-II, Four times four times during 200860-III15-IIIthree times 2008 (insufficient volume for sampling)17-III, 19-IV Two times two times during 2008Lower Till 53-IIR, 60-I Four times four times during 20084-IIR, 11-III, 13-II, 15-II, 16-I, 16- Two times two times during 2008VI, 17-II, 19-IIBedrock 4-IR, 14-IV, 16-VII, 37-I, 50-I,53-I, Four times four times during 200854-I, 90-II, 91-I, 92-I, 93-I, 94-I,95-I9A-I, 13-I, 15-I, 17-I, 19-I, 20-I Two times two times during 2008ChemicalAnalyses:a) Conductivity, pH, Alkalinity, Phenols, ICAP Metals (including Major Cations Ca, Mg, Na, K and TraceMetals I, Br, Cr, Ni, Fe, Mn, Zn).b) Major Anions (including SO 4 , Cl, NO 3 , NO 2 ).c) Field Parameters : pH, conductivity, temperature.4.2 Groundwater Elevations and Flow DirectionsFrom the collected data, groundwater flow maps are produced for the shallow groundwater system and thebedrock groundwater system (Figures 12 and 13). As well, groundwater elevation trends for selectedshallow groundwater, lower till and bedrock monitors are provided in Appendix A. In general, groundwaterelevations across the site follow seasonal trends such that water levels are higher during the usually wetterperiods of the spring and fall but decrease during the usually drier summer months.Overall, groundwater levels are generally higher than in 2007. This would be expected as it was significantlywetter in 2008. Generally, groundwater elevations have increased from the low observed in the fall of 2007into the spring of 2008. Elevations then decreased slightly into the late summer but began increasing againuntil the end of the year. Both bedrock and overburden monitors exhibited a similar trend. Shallow bedrockgroundwater elevations generally exhibited very little seasonal variability in 2008 as observed during dry(111414_2ra_apr29-09_city_of_guelph.doc) - 18 -
City of Guelph2008 Annual ReportClosed Eastview Road Landfill Siteperiods, such as in 2007. During drier periods, seasonal variability is generally between about 1.5 to 2 m inthe bedrock, however, in 2008, the variability was less than 1 m and, in most cases, around 0.5 m. As well,the shallow bedrock elevations were generally similar to or only slightly lower than those observed in 2006,which was also a very wet year.Further to the above, there are two monitoring locations (16 and 90), installed in 2003 that measure the deepbedrock aquifer water levels. Currently, there is still limited data (5 years) to assess long term trends in thedeeper bedrock, however, there is now sufficient levels to warrant looking at the short term trends. Initialwater levels that were collected from these locations were found to be variable. Although, there is onlylimited data (no historical levels), these initial variations appeared to be related to pumping of the municipalwells in the northeast quadrant. This was noted during 2004 when pumping was increased (within permittedrates) in the early part of the year when a corresponding decrease occurred. As well, when pumping was cutback, the water levels did increase into the summer. Water levels from this point began to decrease, similarto the normal seasonal decline observed, until the end of the year of 2004, even though there was areduction in pumping as well. A similar pattern was also noted in 2005 suggesting that although there issome effect from pumping, as expected, there is most likely a seasonal effect as well. Starting in 2006,water levels in the deeper bedrock exhibited a similar pattern as the seasonal trends observed in the shallowbedrock and overburden. Specifically, water levels increased from the late fall of 2005 into the spring of2006, followed by a slight decrease into early fall and then increasing again. As well, there was lessvariation during 2006 than observed in the previous two years. In 2007, a similar trend and decrease wasobserved in the deep bedrock as that observed in the overburden and shallow bedrock. Based on the shortterm data collected, it appears that the seasonal variability is between 2 to 2.5 m, which is slightly higherthan that observed in the shallow system. However, longer term data are still required to verify this. In 2008,a similar seasonal trend was also observed in that elevations increase from late 2007 into the spring of 2008.They decreased slightly into the late summer and then began increasing again to the fall. As with theshallow bedrock, there was less seasonal variability of only 1.5 to 2 m.It should be noted that the intent of these two deep bedrock monitors is to assess actual water level changeswith respect to current municipal pumping effects. With the short term data collected to date, there didappear to be a correlation with decreasing water levels with increase pumping. Once again this would not beunexpected. The overall extent of decrease needs to be better assessed over a longer term. In 2004 and2005, it was concluded that the landfill would not exceed reasonable use in the shallow bedrock beneath thewaste, when the preliminary water level data indicated higher variations in the deep bedrock. Therefore, along term water level database over the same pumping rate is required to better understand if theseobserved water levels changes occur under these normal pumping conditions.The shallow groundwater system is found in the sand and gravel outwash and/or in the upper part of the silty sandtill where outwash is absent 4 . Leachate elevations in monitors 51-IR and 59-I in the landfill waste are found to beperched above the shallow groundwater system and are not used in the evaluation. Figure 12 illustrates theshallow groundwater flows in June 2008. The groundwater flows are similar to previous years 5 .Of note, though, is the local control that the PLCCS exerts on the shallow groundwater flow system within thelandfill. As discussed previously in Section 3.4, the leachate collection system acts to lower leachate levelsinside the sheet pile wall below the groundwater levels outside the sheet pile wall, thereby creating inward4. The geology of the site has been extensively documented in previous reports; see 1995 Annual Report Section 4.2, pg. 385. 1995 Annual Report, Section 4.3, page 40, Figure 10, 1996 Annual Report, Section 4.2, page 45, Figure 17, 1997 AnnualReport Section 4.2, Figure 13, 1998 Annual Report, Section 4.2, Figure 13. 1999 Annual Report, Section 4.2. Figure 13.(111414_2ra_apr29-09_city_of_guelph.doc) - 19 -
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Page 63 and 64: Table 10. Summary of Surface Water
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City of Guelph2008 Annual ReportClo
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CollectionSystemWestPumpingStationL
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345Invert MH 2W MH 4W MH 5W WEST TA
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343.0342.552-ITarget ElevationEleva
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345.5C10-II D4-I MH 4SHighest Top o
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3.0C3-I - MH 6W C2-II - M H 4W C1-I
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10919-I 20-I 4-I 4-IR 53-I 54-I 90-
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Jul-10Jan-10Jul-09Jan-09Jul-08Jan-0
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Appendix AGroundwater Monitoring Da
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A1: Monitor Construction DetailsBor
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A2: Groundwater Elevations - - East
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(appendix ti pgs.doc)A3. Collection
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(appendix ti pgs.doc)A4. Detailed B
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A4 : Selected Bedrock and Lower Til
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A5 : Routine Leachate Groundwater E
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GRAPHICS, SYMBOLS AND ABBREVIATIONS
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BOREHOLE LOGFurther Drilling at Eas
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BOREHOLE LOGFurther Drilling at Eas
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BOREHOLE LOGPROJECT:70-131BOREHOLE:
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MOE Water Well Records ReportGLL 80
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36019-I 20-I 4-IR 53-I 54-I North O
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36015-I 15-II 15-III 15-IV 15-V3553
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35553-I 53-II 53-IIR C2-I C2-II3503
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B1. Flow Meter Readings and Summary
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TABLE B1 - SUMMARY OF LEACHATE DISC
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B2. South and West Pump Stations, H
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B3. Monthly Leachate Quantities and
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B4. Manhole Leachate Elevations, So
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B5. Manhole Leachate Elevations, We
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Appendix CGroundwater, Surface Wate
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C1: Routine Leachate Quality - Gene
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C1: Routine Leachate Quality - Trac
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(appendix ti pgs.doc)C2. Groundwate
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C2: Routine Groundwater Quality - G
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C2: Routine Groundwater Quality - T
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C3: Routine Surface Water Quality -
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(appendix ti pgs.doc)C4. Surface Wa
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C4: Surface Water Field Measurement
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(appendix ti pgs.doc)C5. Leachate M
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Table C5: CofA MISA Priority Pollut
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Table C5: CofA MISA Priority Pollut
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C6: VOLATILE ORGANIC ANALYSIS - 200
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(appendix ti pgs.doc)C7. Comparison
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Table C7: Comparison of Downgradien
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Table C8: Comparison of Downgradien
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504510-III 13 - I V 16 - IV2-I 9-I
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50045026-I 28-I 30-I C2-I CHLORIDE4
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2000180026-I 28-I 30-I C2-I ALKALIN
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50045013 - I 13 - II 13-IIIBEDROCK
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50045053 -I 53-II 53-IIR C2-IBEDROC
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10.09.013 - I 13 - II 13-IIIBEDROCK
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10.09.053 -I 53 -II 53-IIR C2-IBEDR
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10.09.013 - I 13 - II 13-IIIBEDROCK
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10.09.053 -I 53 -II 53-IIR C2-IBEDR
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PRIVATE WATER WELL QUALITY - GENERA
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PRIVATE WATER WELL QUALITY - TRACE
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Appendix ECombustible Gas Monitorin
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TABLE E1 - GAS CONCENTRATIONS READI
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TABLE E2 - GAS CONCENTRATIONS IN C
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TABLE E3 - GAS CONCENTRATIONS IN C
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TABLE E4 - GAS CONCENTRATION READIN
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TABLE E5 - GAS CONCENTRATION AND PR
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TABLE E6 - METHANE GAS CONCENTRATIO
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TABLE E6 - METHANE GAS CONCENTRATIO
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TABLE E7 - METHANE GAS READINGS - W
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Appendix FAir Quality Monitoring Re
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2.94.14.91.00.016%14%12%10%8%6%4%2%
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10.00.00.00.00.040%35%30%25%20%15%1
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City of GuelphAppendix G - Water Bu
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250200MM PER MONTH150100500-50Jan F
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AECOM Report B&W - N - City of Guelph

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