My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
1245
>
2900 - Site Mitigation Program
>
PR0542201
>
COMPLIANCE INFO
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/1/2021 4:35:41 PM
Creation date
6/1/2021 4:13:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0542201
PE
2960
FACILITY_ID
FA0024238
FACILITY_NAME
JM EQUIPMENT COMPANY
STREET_NUMBER
1245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323034
CURRENT_STATUS
01
SITE_LOCATION
1245 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\dsedra
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.
/
213
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
ADVISORY — ACTIVE SOIL GAS INVESTIGATIONS <br />3) Annular Seal. The composition of the annular seal is a function of the long-term <br />use of the soil gas well, as follows: <br />Temporary Soil Gas Wells. For wells that will be sampled for less than one <br />year, the annular seal can be hydrated bentonite or other materials, as <br />appropriate. Studies have shown that bentonite annular seals in the vadose <br />zone desiccate readily and will not rehydrate once damaged (Lackey et al., <br />2009). Hence, bentonite-only annular seals are discouraged for long-term <br />use. The integrity of a bentonite annular seal can be increased by adding <br />sand to the grout mixture as indicated by Lackey (2009). <br />Permanent Soil Gas Wells. For wells that will be used for longer than one <br />year, the annular seal should be neat cement with bentonite. Typically, the <br />bentonite content is 1 — 5 percent. The integrity of a neat cement annular <br />seal can be increased by adding sand to the grout mixture as indicated by <br />Lackey (2009). <br />When using a bentonite seal on a temporary soil gas well, the bentonite should <br />be hydrated at the surface in a container and then slowly poured or pumped <br />into the borehole. If the borehole is deeper than 15 feet, a tremie pipe should <br />be used to place the hydrated bentonite.' <br />It is important to have a good annular seal to prevent "short circuiting" of air <br />from the upper portions of the borehole into the sample, yielding contaminant <br />concentrations not indicative of the targeted interval. Follow a similar procedure <br />for deep well construction with multiple probe depths, in that one foot of dry <br />granular bentonite should be emplaced on top of the sand pack encasing each <br />probe, followed by the annular sealing material. The annular seal should <br />continue until the next sand pack, as shown on Figure 1. Accordingly, soil gas <br />probe construction should be consistent with California Department of Water <br />Resources Bulletin 74-90 (California Well Standards) (DWR 1991) and the <br />annular seal should be appropriate for the local climate, subsurface conditions, <br />and permanence of the soil gas well. <br />4) Probe Support Rod. A down-hole rod should be used to support the well tubing <br />in the borehole. A down-hole rod is a support device used in boreholes deeper <br />than 15 feet to ensure that probe tips are placed at appropriate depths. A small <br />diameter PVC pipe that is capped at both ends is the most commonly used <br />material for probe support. The probe support is created by attaching the probe <br />tip and tubing to the exterior of the PVC pipe. Other materials may be used, <br />such as metal, as long as the support rod is free of contaminants. Depending <br />on the depth, centralizers may be necessary to ensure the support rod is in the <br />center of the borehole. Alternative probe support designs with accompanying <br />descriptions may be proposed in the project workplan. Justification should be <br />4 The protocol for the placement of the hydrated bentonite is similar to the approach in USEPA <br />(2014). <br />July 2015 10
The URL can be used to link to this page
Your browser does not support the video tag.