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PR0545052
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Last modified
12/11/2019 9:37:09 AM
Creation date
12/11/2019 9:24:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545052
PE
3528
FACILITY_ID
FA0005616
FACILITY_NAME
PARAGON VENTURES INC
STREET_NUMBER
1722
Direction
E
STREET_NAME
FLORA
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14109030
CURRENT_STATUS
02
SITE_LOCATION
1722 E FLORA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Sacramento Insulation Contractors Project No. EOC-96-028 <br /> LEOC personnel and Mr. Knoll also discussed the need to collect surficial soil samples from the <br /> area to the south of the warehouse where the soil removed during the tank removal was spread <br /> F on the ground surface. Since tank removal and spreading of the soil had occurred 8 years <br /> earlier and it was impossible to accurately locate the area where the soil had been spread, it was <br /> agreed by EOC and Mr. Knoll that sampling of the soil to the south of the warehouse was not <br /> f beneficial and would be considered unnecessary. <br /> �-- Following the excavation of Borings B1 and B2, West Hazmat filled each boring with bentonite <br /> pellets and grout and sealed the boreholes at the ground surface with concrete. At Mr. Knoll's <br /> direction, soil excavated from the boreholes was spread on the ground surface to the south of <br /> t.. the warehouse. <br /> { GEOLOGY ENCOUNTERED IN THE BORINGS <br /> Soils encountered during the performance of the boring activities included yellowish to olive to <br /> t dark brown silty clays to clayey silt, with a trace of fine sands. A silty fine sand layer was <br /> observed from approximately 32 feet to 35 feet bgs and below 50 feet bgs in Boring B1. <br /> Groundwater was measured in Boring B1 at an approximate depth of 56 feet bgs. Clayey fine <br /> sand fill soil was apparent from ground surface to approximately 10 feet bgs in Boring B2, <br /> indicating the probable former location of the UST. Discoloration of soils and petroleum <br /> hydrocarbon odors were not observed during the performance of the soil boring activities. A <br /> description of the soils encountered are presented on the boring logs in Appendix B. <br /> SUMMARY AND CONCLUSIONS <br /> r A review of the results of soil boring activity including the collection and analysis of soil and <br /> groundwater samples indicates the following: <br /> r <br /> Summary <br /> 1. Two borings were advanced at the site. Boring B1 was terminated at an approximate <br /> depth of 60 feet bgs and Boring B2 was terminated at approximately 36.5 feet bgs. <br /> r <br /> 2. Concentrations of TPH and BTEX were not measured above the detection limit in the 9 <br /> soil samples analyzed from Borings 81 and B2. <br /> 3. Groundwater was measured at approximately 56 feet bgs in Boring B1. A borehole <br /> groundwater sample collected from Boring B1 did not contain detectable concentrations <br /> of TPH and BTEX. <br /> 1 <br /> �- Conclusions <br /> Detectable concentrations of petroleum hydrocarbons were not measured in soil and <br /> groundwater samples collected from the site, indicating that continued petroleum hydrocarbon <br /> impact from the former operation of a UST on the site appears unlikely. Mitigation efforts <br /> performed during the removal of the tank appear to have addressed the release of petroleum <br /> L hydrocarbons from the UST. <br /> f <br /> L <br /> r <br /> L EnvirOmega Consultants 4 December 11,1996 <br /> t <br />
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