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_ <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOO <br /> CENTRAL VALLEY REGION �� <br /> ORDER NO. 5-00-133 p <br /> pFR�T�FNI ?00p _ <br /> WASTE DISCHARGE REQUIRMENTS F F <br /> /s 9�FST <br /> FOR <br /> THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY <br /> BNSF STOCKTON INTERMODAL FACILITY <br /> SAN JOAQUIN COUNTY _ <br /> The California Regional Water Quality Control Board, Central Valley Region, (hereafter Board) <br /> finds: <br /> 1. Burlington Northern and Santa Fe Railway Company(hereafter Discharger)proposes to <br /> build a new Intermodal Facility near Stockton in San Joaquin County. <br /> 2. The Discharger submitted a Report of Waste Discharge(RWD) dated 21 July 1999. <br /> Addendums to the RWD were submitted on November 15, 1999 and February 9, 2000. <br /> The RWD was deemed complete on 9 March 2000. <br /> 3. The Intermodal Facility will be used for transferring shipping containers and trailers <br /> between railcars and semi-trailer trucks. Specialized diesel powered cranes will be used <br /> to load and unload the containers and trailers onto and off of railcars. Diesel powered <br /> --trucks will be used-to move the containers and trailers about the facility. <br /> SITE DESCRIPTION <br /> 4. The facility will be located approximately 8 miles southeast of Stockton on the main <br /> ---.- Burlington Northern and Santa Fe rail track between Austin Road and Jack Tone Road, <br /> as shown on Attachment A which is incorporated herein and made part of this Order. <br /> The site consists of 470 acres; assessor's parcel numbers are: 181-070-05; 181-090-07, <br /> 181-090-21, 181-090-22, 181-160-08, 181-170-01, and 181-170-05. <br /> 5. --An element of the proposed project will be an oil water separator(OWS)and Evaporation <br /> Pond for the disposal of wastewater and storm water from industrial process areas of the <br /> facility. Effluent from the OWS will be discharged to the Evaporation Pond, A Class II <br /> surface impoundment. Storm water from nonindustrial process areas will be managed in <br /> three onsite percolation ponds which are not part of this WDR. <br /> -6.- The estimated hydraulic conductivity of the native soils underlying the waste <br /> management facility is 1 X 10-6 cm/sec or less. This estimate is based on empirical <br /> relationships between soil classification and hydraulic conductivity published in <br /> geotechnical engineering literature. <br />