My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WILSON
>
1250
>
2900 - Site Mitigation Program
>
PR0548036
>
WORK PLANS
Metadata
Thumbnails
Annotations
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
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
345
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
M CDIM Standard Operating Procedure <br /> 4.1 Soil Vapor Sampling <br /> "°'"""'"' Rev.1 6/30/2022 <br /> placed on top of the sand layer. Another 0.5 feet of sand is then poured over the nested well <br /> probe. A layer of hydrated bentonite' will typically follow. <br /> For temporary wells, if only one sample depth is required (single vapor well), the <br /> bentonite layer is poured to-surface. If additional sample depths are needed, a sand layer is <br /> deposited at each desired sample depth. Bentonite layers are to be poured between the sand <br /> intervals and poured to the surface. Every additional nested well probe is to be embedded within <br /> a sand layer of at least 1 foot thickness. <br /> For permanent wells, the layering process is the same as temporary installment, only, <br /> cement grout is poured to-surface on top of the dry bentonite. To protect the probe, a well <br /> monument box containing the probe tubes is to be set flush with the newly grouted surface. The <br /> tubes should remain in the well box between sample events and be secured by a closed ball <br /> valve on its free end. A figure depicting typical single and nested soil vapor well construction is <br /> provided as Attachment 2.1. <br /> After cleaning the hole surroundings of dust and debris, the shroud may be placed over <br /> the well and setup can begin. <br /> 3.3 Sample Preparation, Collection, and Closure <br /> 3.3.1 Equipment <br /> Purging and sampling equipment is constructed from a variety of materials. Inert <br /> materials (e.g., Teflon, stainless steel), with respect to known or anticipated contaminants, should <br /> be used whenever possible. The project work plans or protocols will describe the type of <br /> equipment to be used in further detail. An example of a typical soil vapor sample canister and <br /> matching sampling train is available in Attachment 3.1. <br /> Key equipment relevant to both the Vapor PinTm and vapor well approaches to soil vapor <br /> sampling include, but is not limited to: <br /> 1. Sample port(e.g., Vapor Pin TM, single, or nested vapor well probe), <br /> 2. Sample canister(Summa), <br /> 3. Flow controller/ regulator, <br /> 4. Shroud, <br /> 5. Tracer gas (helium or equivalent), <br /> 6. Tracer gas detector, <br /> 7. Tubing (typically'/4-inch outer-diameter[OD]) and fittings, and <br /> 8. Syringe/air pump. <br /> Bentonite used in single or nested well instillation will typically arrive packaged in its dehydrated state. <br /> When appropriate, the dehydrated bentonite is to be poured down the well with frequent doses of water. <br /> The addition of water to dehydrated bentonite produces a binding, cement-like consistency, and creates a <br /> seal around the tubing to prevent ambient air intrusion into the soil-gas probe. <br /> 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.