My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
TURNER
>
110
>
2900 - Site Mitigation Program
>
PR0009005
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/11/2020 11:50:28 AM
Creation date
5/11/2020 11:16:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009005
PE
2953
FACILITY_ID
FA0004053
FACILITY_NAME
LUSTRE-CAL NAME PLATE CO
STREET_NUMBER
110
Direction
E
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04124048
CURRENT_STATUS
01
SITE_LOCATION
110 E TURNER RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
LSauers
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.
/
235
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 Gas Sampling Procedures <br /> Soil gas samples will be collected from each of the deep soil borings at two depths, one <br /> immediately below the "A" Clay(30 to 35'bgs) and the second immediately above the water <br /> table (approximately 45 to 50'bgs). Once the sampling depth interval has been reached the drill <br /> bit and slide hammer will be removed from the hollow-stem auger system. <br /> A soil gas implant probe will be lowered through the hollow-stem auger to the bottom of each <br /> soil boring at the depth of sampling interest through a series of 3/4" diameter hollow soil gas <br /> sampling rods. The probe will then be driven approximately one foot below the base of the hole <br /> into undisturbed soil. A six to twelve inch interval of bentonite slurry will be placed by tremie <br /> pipe into the bottom of the hole to form a seal between the hollow stem auger and base of hole. <br /> A wait time of about 20 minutes will be allowed in order for the vapor concentrations in <br /> disturbed and undisturbed soil to equilibrate. <br /> The sampling rod will then be pulled back in order to expose the probe to the formation where <br /> in-situ soil gas will be sampled. One liter volume Summa canisters shall be prepared using <br /> procedures described in Appendix 4, Air Sampling and Analysis, Canisters and Tedlar Bags, <br /> fifth edition provided by Air Toxics Ltd. <br /> The sample tubing and sampling apparatus shall be purged of at least one purge volume prior to <br /> sample collection. The flow rate during sample purging shall be maintained between 100 and <br /> 200 milliliters per minute, and the flow rate shall be measured and recorded. Photoionization <br /> detector(PID)measurements of the soil vapor will be collected from the boring immediately <br /> following the removal of the first purge volume. PID measurements will continue to be collected <br /> until the concentration of VOCs measured in the purged vapor stabilizes or a maximum of three <br /> purge volumes is reached. <br /> A soil gas sample will be collected using the flow regulator attached to the Summa canister, a <br /> process that should take approximately 6 to 10 minutes. To check for system leaks, a leak <br /> M ain\D:AEnvironmentaI\LN CV\10152007.wpd 35 <br />
The URL can be used to link to this page
Your browser does not support the video tag.