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Stormwater Pollution Prevention Plan and Storm Water Monitoring Plan. <br />If the pond is at capacity and the stormwater samples comply with the <br />discharge requirements, non -contact water is discharged to the South <br />Fork of Little Johns Creek. A log is kept on site recording the volume of <br />non -contact water discharged to the creek from the pond. <br />Pond #3 includes a spill way that allows the non -contact water to flow <br />directly into the North Fork of Little Johns Creek. However, the non - <br />contact water is sampled and analyzed in accordance with Forward <br />Landfill storm water monitoring plan before the elevation of the non - <br />contact water in the pond is at the spillway elevation. If the non -contact <br />water is unacceptable for release, the liquid will be transferred to the <br />doubled lined leachate evaporation ponds. <br />The top deck of the Forward Landfill has been graded to drain to a series <br />of culverts and downdrain pipes. The non -contact water is then directed <br />to the sedimentation ponds via a system of v -ditches. Culvert pipes and <br />fabric with gravel have been added to the ditches to prevent erosion. <br />4. Leachate <br />All active waste management units (WMUs) are built to Subtitle "D" <br />standards and have complete leachate collection and removal systems <br />(LCRSs) installed. Leachate is collected at the sump located in each WMU <br />and directed to one of two leachate evaporation ponds. One pond is <br />located in the southwest corner of the southern portion of the Forward <br />Landfill. The other is located directly west of WMU FU -03. The volume of <br />leachate discharged to the leachate ponds is recorded in an onsite log. <br />The site will be routinely inspected for leachate seeps from the landfill <br />slopes. The inspections will be performed daily and any observed <br />