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2900 - Site Mitigation Program
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PR0516614
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SITE HISTORY
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Last modified
5/31/2019 3:30:57 PM
Creation date
5/31/2019 3:13:44 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
RECORD_ID
PR0516614
PE
2960
FACILITY_ID
FA0012708
FACILITY_NAME
NEWARK SIERRA PAPERBOARD/ RECYCLING
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
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 /> ' Last revision: December 2009 <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. All 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 any 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 visually inspected to record details of the color, texture, moisture, density, <br /> cohesion,plasticity, staining, and odor. Digital photographs will be taken of each soil core. <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. The analysis will be <br /> completed by a laboratory according to the following methods: <br /> rSoil Moisture Content: ASTM D2216 <br /> Grain Size: ASTM D422 <br /> Porosity: API RP40 <br /> Bulk density: API RP40 <br /> ■ I 2009.12.03 <br />
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