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North County Recycling Center and Sanitary Landfill <br />Storm Water Pollution Prevention Plan <br /> <br /> <br /> <br />Page 4 <br />The four main buildings on site are: <br />• Recycling Center Building (approx. 66,450 square feet); <br />• Office / Maintenance Building (approx. 10,275 square feet) <br />• Water Pump House Building (approx. 685 square feet); and <br />• Scale House (approx. 450 square feet) <br />Scheduled facility operating hours are seven days a week, 7 AM to 4 PM: closed holidays. <br />2.2 Surface Drainage and Receiving Water <br />The surface drainage system consists of ditches, culverts, and drains designed to convey <br />surface water runoff and control erosion by reducing water velocities. The North County <br />Landfill facility has two storm water discharge points (SW-3 and SW-4, Map 2) with Module <br />5B being the current active section of the landfill. <br />An on-site sedimentation basin (the Interim Sedimentation Basin or ISB) receives the majority <br />of surface water runoff from the landfill areas. Generally, water in the ISB is retained for use <br />on site, but the County may elect to discharge water (sample point SW-3) into a grassy swale <br />that drains to the mitigation area located in the northern portion of the property. The ISB allows <br />sediment and other pollutants to settle out before water is discharged to the mitigation area. <br />The mitigation area was contoured when the landfill was first constructed in 1992 to encourage <br />wetland surfaces in mitigation of the wetland surfaces included in the landfill footprint. <br />South Paddy Creek is an intermittent stream that crosses the pasture north of the recycling <br />center. Paddy Creek discharges into Bear Creek (approximately 2.8 miles southwest of the <br />facility) and is part of the Bear Creek watershed (HUC-10: 1804000304). Bear Creek <br />ultimately discharges into Disappointment Slough, which is tributary to the San Joaquin River <br />and the California Delta. A complete description of the site’s surface drainage system can be <br />found in the Joint Technical Document. <br />Due to culvert pipe which connects from the vineyard and North County Landfill, there is run- <br />on which enters the property form the vineyard to the east. There is also run-on which is coming <br />from the vineyard on the southside and the southeast corner for the property. <br />