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PR0521988
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Last modified
5/18/2020 3:44:31 PM
Creation date
5/18/2020 3:38:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0521988
PE
2960
FACILITY_ID
FA0014964
FACILITY_NAME
CALIF AMMONIA CO (CALAMCO)
STREET_NUMBER
0
STREET_NAME
PORT & G
STREET_TYPE
RD
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
PORT & G RD 15
P_LOCATION
01
QC Status
Approved
Scanner
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EHD - Public
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w(l;flf" <br /> Southwest, Inc. <br /> 3.0 SITE BACKGROUND <br /> On April 18, 2003 at 10:15 pm, the facility experienced a spill of approximately 5,500 gallons of <br /> ammonia hydroxide. CALAMCO blends one part anhydrous ammonia with three parts water to <br /> form ammonia hydroxide. The spill occurred during this process. The 3,000-ton ammonia <br /> hydroxide tank (aka aqua ammonia) over pressurized and ruptured at the top of the tank due to a <br /> pressure gauge malfunction. The tank farm secondary containment walls laterally contained the <br /> spilled product on the surface. Spilled ammonia hydroxide flowed to and accumulated at the <br /> southwest corner of the tank farm. No product entered the Port of Stockton storm drainage <br /> system or escaped from the tank farm. Clean up records indicate that nearly all of the estimated <br /> 5,500 gallons of spilled ammonia hydroxide was recovered. However, a shallow soil sample <br /> collected by the Central Valley Regional Water Quality Control Board (CVRWQCB) from the <br /> earthen floor of the tank farm near the spill location was analyzed and found to contain 1,700 <br /> mg/kg of ammonia as nitrogen (NH3-N) and to have a pH of 9.4. Refer to Figure 3 for a site <br /> map depicting the location of the ruptured tank,the flow path, and accumulation area. <br /> 4.0 SITE GEOLOGY AND HYDROGEOLOGY <br /> The site is located on the delta of the San Joaquin River, approximately 2 miles east of the <br /> confluence of the San Joaquin and Calaveras Rivers. The subsurface geology consists of a thick <br /> sequence of alluvial deposits of late Tertiary to Holocene Age, overlying sedimentary rocks of <br /> Cretaceous to Tertiary Age, which in turn overlie crystalline basement rocks (Bartow and Nilsen, <br /> 1990). Data from nearby studies within the Port of Stockton area indicate a soil profile to a depth <br /> of about 20 feet below ground surface (bgs) consisting of interbedded sands and clays, mostly <br /> under reduced conditions (Sierra-Pacific Groundwater Consultants [SPGC], 1994). <br /> Lithologic data at an adjacent Port of Stockton site indicate that, in general, the interval from <br /> roughly 13 to 23 feet bgs comprises mostly silt, clayey silt, and clay. Silty sand occurs below this <br /> interval, which grades downward into loose, dark gray to greenish-gray, poorly-graded sand. <br /> This dark gray sand has been observed in nearby soil borings from approximately 30 to 41 feet <br /> bgs,the total depth explored in those borings. <br /> 725.PRI.00 Page 2 December 4,2003 <br />
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