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2900 - Site Mitigation Program
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PR0536935
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Last modified
7/7/2020 9:27:02 AM
Creation date
7/7/2020 9:24:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0536935
PE
2950
FACILITY_ID
FA0021203
FACILITY_NAME
VACANT-FRMLY HOLLYWOOD VIDEO
STREET_NUMBER
678
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
14129014
CURRENT_STATUS
01
SITE_LOCATION
678 N WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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documentation to McCampbell Analytical, Inc. of Pittsburg, California. Laboratory analytical <br /> documentation is provided in Appendix D. One soil sample from each of the three boring (SB1 <br /> through SB3) and the single groundwater sample, which was collected from borings SB1, were <br /> selected for analyses (four total samples). <br /> Laboratory analysis of three soil samples consisted of the following: <br /> • TPH multi-range by EPA Method 8015B (with silica-gel cleanup for diesel and motor oil). <br /> • Volatile Organic Compounds by EPA Method 8260B. <br /> Laboratory analysis of the one groundwater sample consisted of the following: <br /> • TPH Multi-Range by EPA Method 8015B (with silica-gel cleanup for diesel and motor oil). <br /> • Volatile Organic Compounds by EPA Method 82608. <br /> 4.0 FINDINGS <br /> The results of this investigation were compared to the Environmental Screening Levels (ESLs) <br /> from the California Regional Water Quality Control Board. The ESLs are considered to be <br /> conservative. Under most circumstances, and within the limitations described, the presence of a <br /> chemical in soil, soil gas or groundwater at concentrations below the corresponding ESL can be <br /> assumed to not pose a significant, threat to human health and the environment. Additional <br /> evaluation will generally be necessary at sites where a chemical is present at concentrations <br /> above the corresponding ESL. <br /> GEOLOGY AND HYDROGEOLOGY <br /> Sediment encountered in each of the borings generally consisted of mostly clay and silt to the <br /> total depths explored. A layer of sand was noted in boring SB1 between 15 and 19 feet bgs <br /> and a layer of silty sand was noted in boring SB2 between 15 and 17 feet bgs. <br /> Groundwater was encountered in boring SB1 at a depth of 36 feet bgs. Groundwater was not <br /> encountered in borings SB2 and SB3. <br /> SOIL SAMPLE ANALYTICAL RESULTS <br /> The following information is a summary of the soil sample analytical test results. This <br /> information has also been included in Table 1. <br /> Total Petroleum Hydrocarbons as gasoline (TPHg <br /> • TPHg was not detected any of the borings above the laboratory detection limits. <br /> Total Petroleum Hydrocarbons as diesel (TPHd) <br /> • TPHd was detected in boring SB1 at 2.1 mg/kg, which does not exceed the ESLs. <br /> • TPHg was not detected in borings SB2 or SB3. <br /> Total Petroleum Hydrocarbons as motor oil (TPHmo) <br /> • TPHmo was not detected any of the borings above the laboratory detection limits. <br /> Project No. 305662 AE1 <br /> April 4, 2012 <br /> Page 4 of 6 <br />
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