Laserfiche WebLink
WASTE DISCHARGE REQUIREMENTS -3- <br /> FOR CITY OF STOCKTON <br /> AUSTIN ROAD LANDFILL FACILITY <br /> CLASS III LANDFILL <br /> SAN JOAQUIN COUNTY <br /> 14. The soils immediately underlying the landfill are valley fill deposits consisting of <br /> Cretaceous to Quaternary sediments. The first 20 to 40 feet are silty clay(CL) and sandy <br /> or clayey silts (NIL). Below this is an interval of sands(SM, SC, and SW) down to 55 or <br /> 60 feet. Below this are more of the silts and clays down to at least 80 feet. <br /> 15. The first water-bearing formation is approximately 70 feet below the base of the landfill. <br /> The hydraulic gradient is generally to the north/northeast. <br /> 16. The ground water contaminant plume beneath the site occurs in the Victor Formation and <br /> recent alluvium and flows northeasterly toward the Stockton pumping depression. The <br /> ground water flow velocity ranged from 8 to 130 feet per year in 1995. <br /> 17. The beneficial uses of ground water are domestic, municipal, and agricultural. <br /> 18. The facility receives an average of 14.22 inches of precipitation per year as measured at <br /> Austin Road Landfill between the years 1976 and 1986. <br /> 19. The 100-year, 24-hour precipitation event for the site is 3.65 inches. <br /> 20. Surface drainage is to the North Fork of South Littlejohn Creek. The Discharger <br /> proposes to reroute surface drainage to the sedimentation pond at the west end of the site, <br /> as shown on Attachment B. <br /> 21. The beneficial uses of surface wateri are domestic, agricultural supply, and ground water <br /> recharge. The beneficial uses of the,North Fork of South Littlejohn Creek are <br /> propagation and sustenance of fish and aquatic life,recreation, and'esthetic enjoyment. <br /> _r - .i;p,,. s <br /> QPRATIt1g QF-FACILITIES <br /> 22. The Discharger's current plans indiGate,that the existing Class III landfill facility and <br /> proposed expansion will reach capacity, at the earliest,by the year 2053. The total <br /> capacity of the disposal site is 18.1 million cubic yards. <br /> 23. The City has accepted, on a one time basis, approximately 20,000 cubic yards of digested o5 � <br /> sewage sludge from the City's wastewater treatment plant. The sludge is not currently <br /> being accepted at the landfill. The sludge has been stockpiled on LF-1, but will be <br /> removed and disposed off-site. <br />