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2900 - Site Mitigation Program
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PR0537637
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COMPLIANCE INFO
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Last modified
6/24/2022 8:58:52 AM
Creation date
3/31/2021 1:01:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0537637
PE
2960
FACILITY_ID
FA0021678
FACILITY_NAME
LINCOLN CENTER ENVIRONMENTAL REMEDIATION TRUST
STREET_NUMBER
6475
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741079
CURRENT_STATUS
02
SITE_LOCATION
6475 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Geosyntec <br /> consultants <br /> SUGGESTED OPERATING PROCEDURE <br /> SOIL GAS PROBE INSTALLATION <br /> Geosyntec Consultants, Inc. <br /> 1 INTRODUCTION <br /> This suggested operating procedure (SOP) describes the design and methods for the installation <br /> of soil gas probes of sufficient quality to assess potential human health risks due to subsurface <br /> vapor intrusion to indoor air and subsequent inhalation exposures. <br /> 2 SOIL GAS PROBE DESIGN AND INSTALLATION <br /> 2.1 Compliance with Site Dig Permits and Utility Clearances <br /> Site specific permits may be required prior to subsurface activities. Necessary permits will be <br /> secured in advance of any drilling activities. Underground utilities (water, sewer, electricity, gas, <br /> cable, telephone, etc.) will be reviewed prior to drilling. <br /> 2.2 Soil Coring via GeoProbe® <br /> Soil core will be collected with a GeoProbe© direct push system (or equivalent). This method <br /> minimizes the disturbance to the geologic materials surrounding a soil gas probe subsequently <br /> installed in the core-hole. A 2-inch diameter core barrel will be used, since this provides <br /> sufficient core volume for field screening, geologic logging, and selected laboratory analyses (if <br /> required). <br /> 2.3 Geologic Logging <br /> Soil cores will be photographed and inspected to record details of the color, texture, moisture, <br /> density, cohesion, plasticity, staining, and odor. <br /> 2.4 Soil Samples for Analysis of Physical Properties (if required) <br /> After geologic logging of the soil core, soil samples will be collected for laboratory analysis of <br /> moisture content, grain-size distribution, porosity and bulk density by laboratory methods: <br /> Soil Moisture Content: ASTM D2216 <br /> Grain Size: ASTM D422 <br /> Porosity: API RP40 <br /> Bulk density: API RP40 <br /> I 2014.10.17 <br />
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