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ARCHIVED REPORTS XR0000247
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000247
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Entry Properties
Last modified
2/5/2019 2:39:28 PM
Creation date
2/5/2019 1:10:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000247
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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SECTION 3.0 SUMMARY OF PREVIOUS INVESTIGATIONS <br /> 3.1 PREVIOUS SOIL INVESTIGATIONS <br /> Environmental investigations have been performed at Stockton Yard since 1988 Historical soil <br /> analytical results are summarized in Tables 3-1 and 3-2 A summary of the previous soil <br /> investigations is discussed below <br /> * On December 20, 1988, NDE Technology, Inc reported that a <br /> p leak had been detected on <br /> December 2, 1988 at the Stockton Yard from a 10,000 gallon underground storage tank <br /> (UST) containing 9,700 gallons of unleaded gasoline (NDE, 1988) <br /> • A 10,000-gallon gasoline UST, a 5,000-gallon diesel UST, and two pump islands and the <br /> associated product piping were removed in December 1989 through January 1990 <br /> Concentrations of TPH were detected in soil samples obtained during the tank excavations <br /> Analytical testing results detected TPH-g and. diesel (TPH-d) at concentrations up to 2,000 <br /> milligrams per kilograms (mg/kg) and 58 mg/kg, respectively BTEX was detected at <br /> concentrations up to 120 mg/kg The maximum TPH-g concentration was detected in a post- <br /> excavation soil sample that was collected at a depth of 14 feet bgs, below the fill riser end <br /> (west end) of the former gasoline UST (GEOCON, 1996x) <br /> • In 1992, Alton Geoscience (Alton) performed a preliminary site investigation at the Stockton <br /> Yard In March 1992, Alton drilled five soil bonngs, two for soil characterization (SB-1 and <br /> SB-2) and three for monitoring wells (MW-1 through MW-3) The monitoring wells were <br /> installed as 4-inch diameter wells, screened between 63 and 78 feet bgs Groundwater was <br /> encountered at approximately 65 to 68 feet bgs Concentrations of TPH-g were detected in <br /> soil samples collected at 46 feet bgs from borings SB-1 (120 mg/kg), well MW-2 (1 0 <br /> mg/kg), and well MW-3 (30 mg/kg) Benzene was detected in soil samples collected from <br />' each bonng at depths ranging from 35 bgs to the capillary fringe at 66 feet bgs The highest <br /> BTEX concentrations were detected in boring SB-1 at 46 feet bgs (benzene = 0 69 mg/kg, <br /> toluene = 5 2 mg/kg, ethylbenzene = 2 1 mg/kg, and total xylenes = 13 mg/kg) <br /> • Between April 1995 and January 1996, GEOCON drilled 12 soil borings, one for soil <br /> characterization (SB-3), nine for monitoring wells (MW-4 through MW-12), and two for <br /> vapor monitoring (VW-1 and VW-2) The vapor monitoring wells were installed as 4-inch <br /> diameter wells, screened between 15 and 70 feet bgs The groundwater monitoring wells <br /> were installed as 4-inch diameter wells screened between 60 and 80 feet bgs. Groundwater <br /> was encountered at approximately 61 to 62 feet bgs A total of 171 soil samples were <br /> collected and analyzed for TPH-g, TPH-d BTEX, and MTBE MTBE was not detected in <br /> any soil samples TPH-d was detected in only one soil sample, identified as MW5-9, <br /> collected from well MW-5 at 45 feet bgs at a concentration of 12 mg/kg Concentrations of <br /> S IPROJI41040100041SYYARDIMAINTYARDSkDOC 'j»l uRS Greiner woadmrd Clyde <br /> M <br />
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