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Leachate System Monitoring,and Maintenance <br /> The flow rate provided by the sump pump is tested monthly. A decrease in pumping rate will <br /> indicate the need to clean a filter or to investigate pump wear. Leachate production rate is greater <br /> in the late winter and spring, compared to summer and autumn,because little or no rain falls on <br /> the site from April to November of each year. The LCRS includes pipe risers at the end of each <br /> leachate lateral to enable video camera inspection of key portions of the pipe network. The <br /> moderate pipe bends of the risers allow cameras to be pushed several hundred feet into the <br /> network to record pipe conditions and depth of flows in the LCRS network. A wire rope is <br /> installed in each leachate lateral pipe to enable the pulling of a camera through the entire length of <br /> the risers. <br /> The secondary leachate sump is monitored monthly for the presence of LFG condensate. If <br /> possible, this condensate is removed, and if removed,the volume is recorded. <br /> Landfill Gas Condensate Removal from Module 1 Secondary Sump <br /> Investigations by the County indicated that the landfill gas condensate accidentally delivered to <br /> the secondary sump of Module 1 was forced into the anchor trench near the surface along the edge <br /> of the secondary sump liner. <br /> Removal of LFG condensate remaining in the secondary sump began in April 2009, and now <br /> continues monthly concurrent with landfill inspection. <br /> Monitoring of condensate removal includes measuring the depth of condensate in the secondary <br /> sump before and after pumping, and measuring the volume of condensate withdrawn during <br /> pumping. The depth of condensate in the secondary sump is measured by a bubbler tube installed <br /> into the sump. The bubbler tube is pressurized with air, and the resulting maximum pressure <br /> maintained in the tube indicates the level of water over the end of the tube. Condensate is <br /> removed using a centrifugal pump also installed in the sump. The volume of condensate removed <br /> is measured by measuring the time of pumping, having establishing that the pumping rate is 10 <br /> gallons per minute. The pump is allowed to run until lack of condensate causes the pump safety <br /> features to shut down the pump. Condensate removed from the secondary sump is delivered to the <br /> landfill surface over the lined area of Module 1. <br /> After the initial removal event of mid April,withdrawal of condensate continues to decrease from <br /> an initial 27 gallons per day in late April to approximately 0.3 gallons per day presently(Table 8 <br /> and associated Figure). Before pumping, the condensate level in the secondary sump is found to <br /> be approximately six inches prior to pumping. After pumping,the condensate level is <br /> approximately 3.5 inches. <br /> It is anticipated that removal will continue to decrease as the condensate slowly drains to the sump <br /> from the drainage mesh installed between the primary and secondary liner. <br /> Foothill Sanitary Landfill 12 Department of Public Works/Solid Waste <br /> 1s`Semester 2010 Groundwater Monitoring County of San Joaquin—July 21,2010 <br />