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WASTE DISCHARGE REQUIREMENTS ORDER NO. 5 <br /> ALPINE PACKING COMPANY, INC. <br /> WASTEWATER TREATMENT SYSTEM, SAN JOAQUIN COUNTY <br /> 26. As indicated in the table above, based on one sample event, it appears the TDS concentration in <br /> the groundwater below the current land application area is approximately three times higher than <br /> that of the groundwater upgradient of the land application or wastewater storage areas. <br /> Concentrations of sodium and chloride are also notably higher in wells downgradient of land <br /> application areas or wastewater storage locations. This data, coupled with the reported <br /> groundwater gradient to the south, indicates that groundwater below the land application area may <br /> be impacted by the discharge of wastewater from the facility. <br /> 27. The facility is served by two water supply wells. The primary supply well extends to a depth of <br /> approximately 300 feet below ground surface (bgs); the secondary supply well is estimated to be <br /> approximately 110 feet bgs. No information on the screen interval was provided in the RWD. <br /> The locations of the wells are presented on Attachment B. <br /> SITE SPECIFIC CONDITIONS <br /> 28. Local land use consists of industrial, agricultural and residential uses. The facility has been used <br /> as a meat packing facility since the 1940s. The topography of the surrounding area is level. The <br /> prevailing wind direction is from the northwest in the summer and to the southeast in the winter <br /> months. <br /> 29. Domestic waste at the facility is discharged to a septic tank and leachfield. The septic tank and <br /> leachfield system is regulated by the San Joaquin County Department of Public Health. <br /> 30. The facility and land application areas are outside the 100-year flood zone. <br /> 31. Surficial soil is described as poorly drained clay. Permeability is slow (0.06-0.2 hour/in). <br /> 32. The mean annual rainfall is 13.38 inches and the 100-year return annual total is 21.83 inches. The <br /> annual evapotranspiration rate is 51.03 inches. <br /> 33. The facility is within the Lower Mokelumne Hydrologic Area(No. 531.20), as depicted on <br /> interagency hydrologic maps prepared by the Department of Water Resources in August 1986. <br /> BASIN PLAN, BENEFICIAL USES, AND REGULATORY CONSIDERATIONS <br /> 34. The Water Quality Control Plan for the Sacramento River and San Joaquin River Basins, Fourth <br /> Edition (hereafter Basin Plan) designates beneficial uses, establishes water quality objectives, <br /> contains implementation plans and policies for protecting waters of the basin, and incorporates by <br /> reference plans and policies adopted by the State Water Resources Control Board. Pursuant to <br /> Section 13263(a) of the California Water Code, waste discharge requirements must implement the <br /> Basin Plan. <br /> 35. Surface water drainage in the area of the site is to Mosher Slough, which is tributary to the <br /> Sacramento San Joaquin Delta. <br /> 36. The beneficial uses of the Sacramento San Joaquin Delta are municipal and domestic supply, <br /> agricultural irrigation, agricultural stock watering, industrial process supply, industrial service <br /> C:Troject Flcs4Sitc Ulptne PackinglWVR-doc <br />