My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0084326
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WEBER
>
701
>
2900 - Site Mitigation Program
>
SR0084326
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/16/2022 10:25:52 AM
Creation date
11/16/2022 10:23:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0084326
PE
2903
FACILITY_ID
FA0019555
FACILITY_NAME
CITY OF STKN REDEVELOPMENT AGENCY
STREET_NUMBER
701
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
14527009
ENTERED_DATE
10/8/2021 12:00:00 AM
SITE_LOCATION
701 W WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\lsauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
131
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
Soil Vapor Sampling SOP Page 4 of 11 <br /> Stantec Rev. 1.0 Apr 2019 <br /> • Stainless steel vapor implants <br /> • Portland cement or non-VOC caulking material <br /> • Three-way stop cock valves <br /> • One-liter Summa TM canisters <br /> • Stainless steel trowels, putty knives or similar soil working tool <br /> • Waterproof marking pens <br /> • Soil gas sample data forms/clip board <br /> • Nitrile gloves, or other specified chemical resistant gloves <br /> • Work gloves <br /> • Camera <br /> • Personal safety gear (hard hat, steel-toed boots, ear plugs, safety glasses, etc.). <br /> 6.0 SUB-SLAB VAPOR IMPLANT INSTALLATION <br /> Depending on the regulatory agency or individual client requirements sub-slab soil vapor <br /> sampling point installation may be completed as follows. <br /> Hand-constructed probes <br /> • Ensure that all sub-slab utility locations (public and private) are marked prior to <br /> installation; <br /> • Using a commercial rotary hammer drill, a small diameter hole (approximately 1-inch) <br /> will be advanced approximately 2 inches into the slab. A smaller diameter hole (1/2 to <br /> 3/4-inch) will then be drilled through the remainder of the slab and extended <br /> approximately 3 inches into the sub-slab material. Care will be taken during <br /> advancement of the bit to avoid creating cracks in the surrounding slab. Dust and <br /> loose cuttings generated during drilling will be collected using a small hand broom and <br /> dustpan. A vacuum may be used to remove concrete and dust but in no event shall the <br /> vacuum inlet hose be placed directly over the borehole; <br /> • A stainless-steel soil vapor probe fitted with a short length of 1/4-inch outer diameter <br /> Teflon tubing, will be inserted and centered into the bore hole; <br /> • Since movement of the tubing can create an annulus for entrance of ambient air into the <br /> sample train, measures will be taken to ensure that the tubing is immobilized. This <br /> includes the application of quick-dry Portland cement at the surface and a non-VOC <br /> caulking (e.g. EcoSafe). The temporary sub-slab implant will be completed with a tubing <br /> cap or ball valve fitted with an end cap and allowed to harden and equilibrate a minimum <br /> of 30 minutes if temperature and humidity are adequate to completely cure bentonite <br /> and cement grout. In most cases it is recommended that samples not be collected for 18 <br /> hours to ensure that an adequate surface seal has formed. <br /> Vapor PinT°" Installation <br /> Vapor PinsTm distributed by Cox-Colvin offer a simplified probe installation and are suited for <br /> temporary or semi-permanent probes. Basically, the probe assembly is fitted with the <br /> THIS INFORMATION FOR AUTHORIZED COMPANY USE ONLY <br /> STANTEC CONSULTING <br />
The URL can be used to link to this page
Your browser does not support the video tag.