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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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Envi <br /> Construction <br /> -Development <br /> Science st Englneeriny <br /> Construc[ion•Development•industrial•Municipal <br /> g n e i e e.■ .. 45 Polk Stfout,3rd Floor•San Francisco,California 94102•415.49B.053S-cdimnngnrsennp,rarn <br /> CDIM Standard Operating Procedure <br /> 2.1 Subsurface Soil Sampling <br /> 1. PURPOSE <br /> This Standard Operating Procedure (SOP) establishes guidelines and procedures for <br /> collecting soil samples from the subsurface. Soils are generally classified as subsurface when <br /> they are beneath 12 inches below ground surface (bgs). Several methods may be used to collect <br /> subsurface samples from boreholes; the more common drilling methods and sampling <br /> procedures are described below. Proper collection procedures are necessary to assure the <br /> quality and integrity of all subsurface soil samples. Additional specific procedures and <br /> requirements will be provided in the project work plans, as necessary. <br /> Sampling of subsurface soil is generally conducted to: <br /> • Evaluate whether releases of hazardous substances have occurred from <br /> underground sources or surface spills/leaks; <br /> • Determine the extent of a hazardous release; <br /> • Estimate the volume of soil containing hazardous substances for removal, <br /> disposal or treatment; or <br /> • Provide confirmation soil data following remediation. <br /> 2. DEFINITIONS <br /> 2.1 Borehole <br /> Any hole drilled into the subsurface for the purpose of identifying lithology, collecting soil <br /> or water samples, and/or installing monitoring wells. <br /> 2.2 Hand Auger <br /> An auger consists of steel rods, typically with a bit on the lower end, with a T-shaped <br /> handle at the top which allows it to be rotated. Typically, 4-inch diameter auger rods are used. <br /> The auger is advanced into the soil by pushing and turning the handle. <br /> 2.3 Split Spoon Sampler <br /> Split spoon samplers consist of a steel tube, split in half lengthwise, with the halves held <br /> together by threaded collars at either end of the tube. A driving shoe at the bottom end of the <br /> sampler cuts into the soil, allowing the sample to enter the tube, and at the other end is a <br /> coupling which allows it to connect to the drilling rod. A standard split-spoon sampler (used for <br /> performing standard penetration tests) is 2 inches in outside diameter and 1-3/8 inches in inside <br /> diameter. This standard spoon typically is available in two common lengths, providing either 20- <br /> inch or 26-inch internal longitudinal clearance for obtaining 18-inch or 24-inch long samples, <br /> respectively. Six-inch long sleeves (tubes) of brass, stainless steel, or plastic are commonly <br /> placed inside the sampler to collect and retain soil samples. Five-foot and ten-foot long <br /> continuous split-spoon samplers are also available. A California modified split-spoon sampler is <br />
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