Laserfiche WebLink
l � <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD <br /> CENTRAL VALLEY REGION <br /> ORDER NO , <br /> WASTE DISCHARGE REQUIRMENTS <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 T <br /> build a new Intermodal Facility near Stockton in San Joaquin County. <br /> 2 . The Discharger submitted a Report of Waste Discharge (ROWD) dated 21 July 1999 . At E <br /> the request of Board staff addemends to the ROWD were submitted on November 15 , <br /> 1999 and February 9 , 2000 . The ROWD was deemed complete on 9 March 2000 . <br /> N <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 Z' <br /> trucks will be used to move the containers and trailers about the facility. <br /> SITE DESCRIPTION 1� <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, Z' <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 - 090-225 181 - 160- 08 , 181470- 01 , and 181470- 05 . I <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 v <br /> facility. Effluent from the OWS will be discharged to the Evaporation Pond, A Class H <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. E <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 />