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Sent by: DOHERTY RUMBLE BUTLER 612 291 9313; 04/17/97 2:54PM;JetraX #563;Page 8/39 . If, as of March 1, 1999, groundwater quality standards are exceeded at the facility's compliance boundary and the concentration of VOCs do not show a decreasing trend, the Landfill shall complete a Focused Feasibility Study. The Focused Feasibility Study shall be submitted to City staff by June 1, 1999. (08) VOC Remedial Action. If necessary, the selected remedial measure for VOC contaminants identified by the Feasibility Study must be constructed and operational by March 1, 2001, unless good cause can be shown for a delay. (09) Heavy Metal Contaminant Monitoring and Assessment. Heavy metal contaminants for surface water and groundwater must be addressed in addition to VOC contaminants. Based on the need for additional monitoring (in 1 rand- 996) to confirm exceedances and identify trends, the Landfill shall {toiidtict) (continue] monitoring (in 1995) and -{1996 and} prepare fail} evaluation {rcport} (reports] which shall be submitted with the f1996-}MPCA Annual +Regent} LReportsl. (10) Heavy Metal Contamination Feasibility Study. If heavy metal concentrations in groundwater and surface water exceed regulatory standards, the Landfill will be required to conduct a Feasibility Study and submit it to City star ) Lan schedule determined by City staff]. • (11) Construction Quality Assurance Reportc. A Construction Quality Assurance (CQA) Report shall be submitted to the City prior to the placement of waste on newly constructed lined areas. A CQA report shall also be submitted for Landfill areas which receive final cover. The report shall demonstrate that the work is completed to the plan specifications. The Report shall be certified by an engineer registered in the State of Minnesota and shall include but not be limited to: (a) All relevant construction specifications; (b) All shop drawings for prefabricated components; (c) Photo documentation of all critical aspects of construction; (d) Deflection testing results for leachate collection and transmission pipes; (e) Narrative description of all as-built variances from the plans and/or specifications; (f) As-built cross-sections of the liner subgrade; (g) As-built elevations for all pipe inlets and outlets and pump-on/pump-off controls; 909579.1 7.