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ARCHIVED REPORTS_XR0010189
Environmental Health - Public
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ARCHIVED REPORTS_XR0010189
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Last modified
5/18/2020 4:08:35 PM
Creation date
5/18/2020 3:45:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010189
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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SJGOV\sballwahn
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EHD - Public
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I <br /> I20 January 2005 <br /> S AGE-NC Project No 97-0343 <br />' Page 6 of 21 <br />' Vadose Zone-Extending from surface grade to 62 feet bsg,the depth to the water table The vadose <br /> zone is predominantly fine grained material (silt/clay)with fine grained soil occurring from surface <br /> grade to 62 feet bsg with a fine to coarse grain sand unit occurring between 25 feet and 45 feet bsg <br /> Iacross the site The zone is characterized by low pore pressure <br /> Hydrostratigraphic Unit 1 (HU 1), at the top of the current saturated zone,extends from 62 feet to 80 <br /> I feet bsg and is comprised of silty sand to sandy silt and characterized by predominantly high pore <br /> pressure <br />' Hydrostratigraphic Unit 2 (HU2) extends from 80 to 96 feet bsg, is a mix of coarse grained sands <br /> and gravelly sands and silty clay, and is characterized by low pore pressure <br /> IHydrostratigraphic Unit 3 (HU3)extends from 96 feet bsg to and possibly beyond 134 feet bsg Silt <br /> and clay are the dominant soil type in the interval, though sand is present The interval is <br /> characterized by pore pressure variations from moderate to high pressures <br /> I <br /> Hydrostratigraphic units are depicted in cross sectional views A-A' and B-B' (Figures 4 and 5 <br /> ) <br /> 5.0. ASSESSMENT OF HYDROCARBON-IMPACTED I <br /> C SOIL <br />' Between October 1986 and July 2003, soil sampling was performed at fifteen locations, six soil <br /> borings (B1 through B6), one shallow tank excavation sample (tankpit) and eight ground water <br /> I monitoring well pilot borings (MW I through MW8)as part of a subsurface petroleum hydrocarbon <br /> investigation Over all 42 soil samples have been submitted for laboratory analysis (Table 6) <br /> Petroleum hydrocarbons were not detected in soil samples collected from borings B2,B4,and MW4 <br /> through MW8,delineating the maximum potential lateral extent of impacted soil The borings listed <br /> above and boring MW-3 were advanced to depths below the vertical extent of impacted soil, <br /> defining the vertical extent of impacted soil at these locations The greatest concentrations of <br /> hydrocarbons were detected beneath the former UST location Higher concentrations were also <br /> detected toward the south,with moderate detections primarily toward the northwest of the UST area <br /> I The plume of impacted soil at the site has an estimated north-south diameter of approximately 45 <br /> feet, an west-east diameter of approximately 30 feet and appears to extend downward to <br /> approximately 55 feet bsg The calculated volume of hydrocarbon-impacted soil is a roximatel <br /> I1,600 cubic yards (Appendices B and Q The approximate lateral and vertical extent of impacted <br /> -soil illustrate in Figures 6 through 8 <br /> Advanced GeoEnviron mental,Inc <br /> I <br />
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