My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
D
>
DR MARTIN LUTHER KING JR
>
434
>
2900 - Site Mitigation Program
>
PR0542174
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/3/2020 2:54:52 PM
Creation date
1/29/2020 10:41:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0542174
PE
2950
FACILITY_ID
FA0024221
FACILITY_NAME
PAYLESS SHOES SOURCE
STREET_NUMBER
434
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
16715031
CURRENT_STATUS
01
SITE_LOCATION
434 DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
25
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
Below are the details regarding soil gas sampling for the property 434 Dr. Martin Luther King Jr. Blvd in <br /> Stockton.This document is a part of the soil boring permit application submitted to the San Joaquin County <br /> Environmental Health Department on October 5, 2017. <br /> Soil Gas Probe Installation <br /> Soil gas probes will be constructed within the boreholes upon completion of soil sampling. Boreholes will <br /> be backfilled with grout cement to approximately six inches below the desired sampling depth. A new <br /> section of 1/4-inch diameter polyethylene tubing with a new 1/4-inch diameter polypropylene filter at the <br /> terminal end will be inserted into the borehole to the desired sampling depth. One-inch diameter polyvinyl <br /> chloride (PVC) casing will be used as a guide for the tubing to ensure that the desired sampling depth will <br /> be achieved. Sand will be poured into the boring annulus to form an approximately one-foot long sand <br /> pack around the polypropylene filter, at which time the PVC piping will be withdrawn. Approximately one <br /> foot of dry, granular bentonite will be placed atop the sand pack and the remainder of the borehole will be <br /> backfilled with grout cement to the ground surface to form a seal. <br /> Soil Gas Sampling Methodology <br /> Soil gas samples will be collected in general accordance with the July 2015 Department of Toxic Substances <br /> Control (DTSC) and Los Angeles Regional Water Quality Control Board (LARWQCB) "Advisory—Active Soil <br /> Gas Investigations." <br /> Soil gas samples will be collected using one-liter, stainless-steel, cylindrical SUMMA canisters. Partner will <br /> receive the SUMMA canisters evacuated to approximately-30 inches of mercury. The SUMMA canisters will <br /> be fitted with stainless-steel flow controllers, which will be calibrated to maintain constant flow <br /> (approximately 0.1 liter per minute) for approximately five to 10 minutes of sampling time. <br /> Each probe will be allowed to equilibrate for a minimum of two hours after installation prior to sampling. <br /> After equilibration, the sample tubing and sampler screen will be purged of three volumes of ambient air <br /> using a separate one-liter SUMMA purge volume canister evacuated to approximately 30 inches of mercury. <br /> Tracer gas 1,1-diflouroethane will be placed around each probe at the ground surface while sampling to <br /> detect ambient air intrusion. Once the one-liter purge volume canisters are filled, the sampling end of the <br /> tubing will be fitted to the sampling canister and the port valve will be opened, causing air to enter the <br /> sample container due to the pressure differential. Partner will close the valves after the canister was <br /> evacuated to approximately minus one to two inches of mercury, with pertinent data (e.g., time, canister <br /> vacuum) recorded at the start and end of sampling. <br /> Partner will disconnect individual one-liter SUMMA canisters from each sampling point. Soil gas samples <br /> will be collected from each boring at five feet bgs. <br />
The URL can be used to link to this page
Your browser does not support the video tag.