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Environmental Health - Public
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EHD Program Facility Records by Street Name
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STOCKTON
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2900 - Site Mitigation Program
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PR0548037
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Entry Properties
Last modified
7/17/2026 11:48:18 AM
Creation date
7/23/2025 2:39:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0548037
PE
2950 - ENVIRON ASSESS
FACILITY_ID
FA0027411
FACILITY_NAME
CITY OF LODI PARKS AND RECREATION DEPARTMENT
STREET_NUMBER
125
Direction
N
STREET_NAME
STOCKTON
STREET_TYPE
ST
City
LODI
Zip
95240
APN
043084130
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
125 N STOCKTON ST LODI 95240
Tags
EHD - Public
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TO E RO E K SOP No.026,REV.1 <br /> ASSOCIATES,INC INDOOR AIR AND SUB-SLAB SOIL GAS SAMPLING METHODS <br /> PAGE 8 <br /> canister vacuum reaches 2 to 5 inches of mercury, stop the sample collection, record <br /> the time, pressure reading and note specifics on the chain-of-custody, field logbook <br /> and field data sheets. If applicable, record the laboratory-provided identification <br /> numbers for the canister and regulator (typically included as a sticker on each <br /> device). <br /> 7. Label the canister and its corresponding field data sheet with the sample number. <br /> 8. Fill out the rest of the field data sheet and chain-of-custody and document all <br /> information in a field logbook. <br /> 9. Ship or transport samples to the laboratory for analysis. SUMMA® samples do not <br /> need to be chilled after collection or during transportation. <br /> During sub-slab soil gas sampling,the SUMMA®canister sampling train is connected directly <br /> to the purged Teflon®or equivalent sampling tube.To prevent ambient air from entering the <br /> canister during sample collection,all connections must be airtight.To collect soil gas samples <br /> using this method, the following procedures are used: <br /> 1. For 4-inch concrete slabs, drill a 3/4-to 1-inch diameter hole into the slab to a depth of <br /> approximately 2 inches. If the slab is thicker than 4 inches the 3/4- to 1-inch diameter <br /> hole can be extended to 2 inches above the base of the slab. <br /> 2. Clear debris from the borehole using a brush or small shop vac. <br /> 3. Drill a smaller (e.g., 1/4-inch) diameter hole from the base of the 3/4- to 1-inch hole <br /> through the slab, extending an inch or two below the base of the slab. The size of the <br /> smaller hole is dependent on the size of the soil vapor probe or tubing used to collect <br /> the sample. <br /> 4. If obstruction such as rebar is encountered, move the sample location 2- to 3-inch <br /> from the original location. Document the proximity of floor cracks, drains, sumps, or <br /> other features to the sample location in the field logbook. <br /> 5. Clear remaining debris from the borehole using a brush or small shop vac. <br /> 6. Insert new dedicated tubing or soil vapor probe to the base of the slab, taking care <br /> not to locate the base of the tubing within or atop the fill below the slab (i.e., allow an <br /> air gap at the base of the hole to prevent the introduction of debris into the sample). <br />
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