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ARCHIVED REPORTS_XR0010172
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545689
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ARCHIVED REPORTS_XR0010172
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Last modified
5/18/2020 4:04:05 PM
Creation date
5/18/2020 3:39:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010172
RECORD_ID
PR0545689
PE
3528
FACILITY_ID
FA0005164
FACILITY_NAME
FISCO WAREHOUSE
STREET_NUMBER
1648
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
00000
CURRENT_STATUS
02
SITE_LOCATION
1648 SHAW RD
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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' Site Background Information: Fisco Warehouse <br /> Page 2 of 5 <br /> 1 <br /> the site): <br />' Vadose Zone - This zone extends from the surface to 54 feet below surface grade (bsg), the depth <br /> to the water table.The vadose zone consists of predominantly fine-grained material from the surface <br />' to 54 feet bsg, with a coarse-grained sand unit occurring between. 20 feet and 25 feet bsg across a <br /> portion of the site. This zone is characterized by low pore pressure. <br />' Hydrological Unit I (HUI) - Starting at the top of the current saturated zone, HUI extends from. <br /> 54 feet to 80 feet bsg and is comprised of silty sand to sandy silt. This zone is characterized by <br /> predominantly high pore pressure. <br /> IHydrological Unit 2 (HU2) - HU2 extends from 80 feet to 96 feet bsg. It is comprised of an upper <br /> I 0-foot layer of fine-grained soil underlain by a 5-foot sand and gravelly sand interval. This zone is <br />' characterized by low pore pressure. <br /> Hydrological Unit 3 (HU3) - HU3 extends from 96 feet bsg to, and possibly beyond, 134 feet bsg. <br />' ,Silt and clay are the dominant soil types in this interval. HU3 is characterized by pore pressure <br /> variations from moderate to high pressures, <br /> UNDERGROUND STORAGE TANK REMOVAL <br />' Two 550-gallon underground storage tanks(USTs)were removed from the site on 03 October 1986 <br /> by Stockton Service Station Equipment Company. According to correspondence from the San <br /> I Joaquin County-Environmental Health Department(EHD),both USTs were reportedly used to store <br /> gasoline.Upon removal of the USTs,one soil sample was collected from the floor of the excavation. <br /> The sample was analyzed by California Water Labs, Inc., a state-certified analytical laboratory, for <br />' total petroleum hydrocarbons quantified as diesel (TPH-d), benzene, toluene, and xylenes. <br /> TPH-d and xylenes were detected in the soil sample at concentrations of 3,000 milligrams per <br />' kilogram(mg/kg)and 0.188 mg/kg,respectively. Benzene and toluene were not detected above the <br /> analytical method reporting limit of 0.010 mg/kg.Based upon results of the soil sample analysis,the <br /> EHD required assessment of the lateral and vertical extents of hydrocarbon-impacted soil and/or <br /> ground water in the area of the former UST. <br /> PREVIOUS SUBSURFACE INVESTIGATION <br /> On 18 September 1997, five soil probe borings (BI through B5)were advanced at the site to assess <br /> the lateral and vertical extents of petroleum-impacted soil.Total petroleum hydrocarbons quantified <br /> as gasoline (TPH-g) were detected in samples from BI, B3, and B5 at concentrations as high as <br /> Advanced GeoEnvironmental,Inc <br />
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