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2900 - Site Mitigation Program
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PR0548036
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Entry Properties
Last modified
3/12/2026 2:59:14 PM
Creation date
3/12/2026 2:51:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0548036
PE
2959 - DTSC LEAD AGENCY SITE
FACILITY_ID
FA0027410
FACILITY_NAME
MARTIN METALS FINISHING,INC (FORMER)
STREET_NUMBER
1250
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15512007,15512014,15
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
1250 S WILSON WAY STOCKTON 95205
Tags
EHD - Public
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CIMM CDIM Standard Operating Procedure <br /> 2.1 Subsurface Soil Sampling <br /> '"°'"""'"° Rev.1 10/23/2020 <br /> also commonly used. The design is similar to the standard split-spoon except the outside <br /> diameter is 2'/2 inches and the inside diameter is 2 inches. <br /> 2.4 Shelby Tube Sampler <br /> A typical Shelby tube is a thin-walled metal tube with a cutting edge at the toe that is <br /> used to recover relatively undisturbed samples. These tubes are available in various sizes, <br /> ranging from 2 to 5 inches in outside diameter and 18 to 54 inches in length. A sampler head <br /> attaches the tube to the drill rod and contains a check valve and pressure vents. This sampler is <br /> advanced into the soil layer, generally 6" less than the length of the tube. The vacuum created by <br /> the check valve and cohesion of the sample in the tube cause the sample to be retained when the <br /> tube is withdrawn. <br /> 2.5 Direct Push <br /> Direct push methods drive rods and tools into the subsurface and employ a thin-walled <br /> liner to recover soil samples. Samples can either be continuous or depth-discrete soil samples. <br /> Continuous core sampling methods use a core barrel, which recovers a soil core from the interval <br /> the barrel is advanced through. Soil samples are collected in 1.5-inch to 2.65-inch diameter brass <br /> or stainless-steel sleeves inside the inner sample barrel. Typically, the sleeves are removed from <br /> the sample barrel and given to the site geologist or engineer for testing, sampling, and lithologic <br /> description. The outer-drive barrel is recovered after the total depth of the boring is attained. <br /> Test Pit/Trench Excavation <br /> When detailed stratigraphy and soil characteristic examination is necessary, large <br /> sections of soil can be removed with a backhoe. Soil samples are collected from a test pit or <br /> trench using a trowel, scoop, or coring device. <br /> 2.7 Volatile Organic Compounds (VOCs) <br /> VOCs are chemicals that are emitted from certain solids or liquids, and include a variety <br /> of chemicals. Samples that will be analyzed for VOCs should be collected and contained in a <br /> manner that minimizes disturbance of the sample, which could result in loss of VOCs. VOC <br /> samples are typically conducted with TerraCore or EnCore samplers. <br /> 3. PROCEDURE <br /> This section describes the procedures to ensure the quality and integrity of samples <br /> when collecting subsurface soil samples. The details within this SOP should be used in <br /> conjunction with project work plans. The project work plans will generally provide the following <br /> information: <br /> • Sample collection objectives; <br /> • Soil sample locations and depths; <br /> • Numbers of soil samples and their volume; <br /> • Analysis to be conducted for each sample; <br /> • Specific quality control (QC) procedures and sampling required; and <br /> 2 <br />
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