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ARCHIVED REPORTS XR0000036
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3500 - Local Oversight Program
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PR0543845
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ARCHIVED REPORTS XR0000036
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Last modified
10/24/2018 4:15:37 AM
Creation date
10/23/2018 4:50:20 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0000036
FileName_PostFix
XR0000036
RECORD_ID
PR0543845
PE
3526
FACILITY_ID
FA0005867
FACILITY_NAME
STOCKTON METRO AIRPORT*
STREET_NUMBER
5000
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
17726034
CURRENT_STATUS
02
SITE_LOCATION
5000 S AIRPORT WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
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EHD - Public
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1 2 2 PrehminarY Investigation and Evaluation <br /> io _ <br /> On March 26, 1996, IT Corporation published Site Investigation Report, which documented the <br /> results of soil and groundwater-grab sampling from two on-site Geoprobe soil borings (SB-3 and <br /> SB-4) Two additional sod borings (SB-1 and SB-2) were terminated at the buried concrete slab <br /> beneath the former USTs The boring locations are shown on Figure 2 <br /> r <br /> Sod and groundwater beneath the northwest side of the former USTs were impacted by petroleum <br /> hydrocarbons The soil sample analytical results are summarized in Table 3, and the groundwater <br /> analytical results are summarized in Table 4 <br /> 12 3 Monitoring Well Installations <br /> On January 9, 2003, Ramage Environmental published Monitonng Well Installation Report, which <br /> documented the installation, survey, and initial sampling of three groundwater table monitoring <br /> wells (MW-1, MW-2 and MW-3) The well locations are shown on Figure 2 <br /> r <br /> Soils to the total drilling depth of 65 feet mostly consisted of massive clay and silt soils, and <br /> relatively thin and discontinuous sand intervals less than five feet thick During drilling, saturated <br /> soil was first observed at approximately 56 to 57 feet below ground surface (bgs), and the static <br /> depth to the groundwater table, ranged from 46 28 to 46 72 feet bgs As such, groundwater <br /> appeared to be present under semi-confined conditions The groundwater potentrometrrc surface <br /> appeared as a regular plane dipping to the north <br /> rIn soil, 3 of the 15 samples analyzed contained detectable concentrations of petroleum <br /> hydrocarbons The highest concentrations were observed between 45 and 55 feet within the <br /> capillary fringe and zone of groundwater fluctuation Laterally, the extent of impacted soil <br /> appeared to be limited to beneath the former fuel farm Vertically, the extent of impacted soil <br /> appeared to be defined The sod sample analytical results are summarized in Table 3 <br /> The groundwater samples collected from all three monitoring wells contained detectable <br /> concentrations of petroleum hydrocarbons The highest concentrations were detected at MW-1 <br /> 840 micrograms per Inter (µg11) of Total Petroleum Hydrocarbons (TPH)-as-het fuel, 7,700 µg11 of <br /> TPH-as-gasoline, 1,300 µg11 of benzene, 460 µg/l of toluene, 490 µg/I of ethylbenzene, and 670 <br /> µg/I of xylenes The lateral extent of impacted groundwater was not defined The groundwater <br /> analytical results are summarized in Table 4 <br /> 4 <br /> r <br />
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