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WASTE DISCHARGE REQUIREMENTS -3- FORWARD INC.,FORWARD LANDFILL SAN JOAQUIN COUNTY Unit, Area, Classification Description of Unit Status (area) acres A 8.0 Class I landfill Four trenches with compacted clay liner Postciosure maintenance and and dendritic LCRS.Built 1973. Contains monitoring.RCRA closure designated and hazardous waste. completed in 1989. Stopped receiving wastes in 1984. B- 2.8 Class III landfill Unlined.Construction debris and inert Temporarily inactive since 1986 North waste.Built 1978. B 12.1 Class III landfill Unlined.Nonhazardous solid waste Temporarily inactive since 1986 C 3.9 Class III landfill Compacted clay liner on floor,dendritic Temporarily inactive LCRS.Built 1984 at south end of WMU A- D-87 2.5 Class III landfill 2-foot compacted clay liner on floor, Temporarily inactive dendritic LCRS.Built 1987. I D-88 N 4.6 Class III landfill 4-foot compacted clay liner on floor, Operating dendritic LCRS. D-88 S 1.5 Class III landfill 4-foot compacted clay liner on floor, Operating dendritic LCRS.For non-acid leachate eneratin waste- D-89 3.5 Class III landfill 4-foot compacted clay liner,blanket Operating LCRS. D-93 4.6 Class II landfill Composite liner with 2-feet of compacted Operating clav,60-mil HDPE liner,blanket LCRS. ' D-94 2.5 Class II landfill Composite liner with GCI.as engineered Operating alternative in lieu of 2-feet of clay,60-mil HDPE,blanket LCRS(geocomposite drainaee net) Composite liner with 2-feet of compacted Operating D-95 9.0 Class II landfill clay,60-mil HDPE liner,blanket LCRS. Engineered alternative on the north side slope. Future 38.5 Class II landfill Composite liner with GCL as approved Permitted.To be constructed as D units engineered alternative or 2-feet of needed. compacted clay.HDPE liner,blanket LCRS. E 4.9 Class II landfill 2-foot compacted clay liner,blanket Operating First phase known as T C