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ARCHIVED REPORTS_XR0006297
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0528433
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ARCHIVED REPORTS_XR0006297
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Entry Properties
Last modified
4/7/2020 1:01:22 PM
Creation date
4/3/2020 4:09:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006297
RECORD_ID
PR0528433
PE
2957
FACILITY_ID
FA0019174
FACILITY_NAME
CHEVRON SERVICE STATION 9-6171
STREET_NUMBER
6633
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741048
CURRENT_STATUS
02
SITE_LOCATION
6633 PACIFIC AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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u <br /> S SIERRA <br /> SES STANDARD OPERATING PROCEDURE <br /> LOGGING METHOD <br /> Unconsolidated soil is classified and described by trained SES field personnel All available <br /> information is used, including the following soil recovered in the sampler, including the soil <br /> visible on both ends of the sample retained for possible analysis, soil cuttings generated during <br /> drilling, and the drilling contractors observations of the drill rig s behavior <br /> Classification and description of unconsolidated soil is accomplished using the American <br /> Society of Testing and Materials (ASTM) Methods D2487-85 (Unified Soil Classification System <br /> (USCS)) and/or D2488-69 (Description and identification of Soils (Visual-Manual Procedure)) <br /> The soil classification and description is recorded on the field log sheet by SES field <br /> personnel and includes the following information <br /> 1] Soil type, <br /> 2) Soil classification, <br /> 3) Soil color, including mottling, <br /> 4) Moisture content, <br /> 5) Plasticity and consistency(fine-grained material)or density(coarse-grained <br /> material), <br /> 6) Percentages of clay, silt, sand and gravel, <br /> 7) Grain sue range of sands and gravels, <br /> 8) Angularity and largest diameter of gravel component, <br /> 9) Estimated permeability, <br /> 10) Odor, and <br /> 11) Any other observations which would assist in the interpretation of the <br /> depositional environment and/or differentiation between the various <br /> geologic units expected to be encountered <br /> In addition to the above, the ground water levels encountered during drilling and measured <br /> after the water stabilized is also recorded on the field log <br /> LAGGING SOP <br />
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