My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MOUNTAIN HOUSE
>
23335
>
2900 - Site Mitigation Program
>
PR0543919
>
COMPLIANCE INFO
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/14/2021 11:17:27 AM
Creation date
6/11/2021 4:10:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0543919
PE
2950
FACILITY_ID
FA0018316
FACILITY_NAME
MOUNTAIN HOUSE NEIGHBORHOOD
STREET_NUMBER
23335
STREET_NAME
MOUNTAIN HOUSE
STREET_TYPE
PKWY
City
TRACY
Zip
953919600
APN
20908002
CURRENT_STATUS
01
SITE_LOCATION
23335 MOUNTAIN HOUSE PKWY UNIT 3 & 4
P_LOCATION
99
P_DISTRICT
005
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.
/
245
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
ENGEO <br />— Expect Excellence <br />SOIL GAS SAMPLING <br />The soil gas monitoring well casings will consist of 1/4-inch-diameter Teflon® tubing equipped with a <br />filter at the base of the tubing. The wells will be installed with a direct-push probe rig, which will <br />advance an approximately 3-inch-diameter boring. At each location, the first well boring will extend <br />to a depth of approximately 5 feet below the ground surface; the second well boring will extend to a <br />depth of approximately 10 feet below the ground surface. The bottoms of the well casings will be <br />equipped with a filter that will be situated at depths of 4.5 and 9.5 feet below the ground surface, <br />respectively, centered in the middle of a 1-foot layer of No. 3 sand. Twelve inches of dry granular <br />bentonite will be installed on top of the sand, and the remaining annular space will be filled with <br />hydrated bentonite grout to 6 inches below grade. <br />The sample train will consist of a stainless steel twin Summa manifold with built-in flow controller <br />set to 200 ml/min. A purge vacuum pump will be attached to the manifold connection that is closest <br />to the well casing, and the sampling canister will be connected to the manifold fitting furthest away <br />from the well casing. Prior to connecting the sample train to the well casing, we will perform a <br />"shut-in" test to assess for potential leaks. The shut-in test will consist of capping the end of the <br />manifold, then cracking and closing the purge canister to apply 100 inches of water vacuum. We will <br />observe the vacuum gauge for 2 minutes, if there is an observable change in vacuum, it will be <br />determined if there is a leak and corrective action will be taken and the shut-in test will be repeated. <br />The sample train will be connected threading the fitting on the well casing onto the manifold. Based <br />on DTSC's Active Soil Gas Investigations Advisory (July 2015), three well volumes will be purged <br />from the wells. Purge volume will be calculated to include the total volume of the tubing and probe <br />and the void space of the sand pack and dry bentonite. <br />After purging is completed, the purge valve on the manifold will be closed, and the vacuum pump can <br />be removed and connected to another well if desired. Samples will be collected by opening the <br />sample canister valve and allowing the sample canister to extract soil gas until the vacuum in the <br />sample canister reaches approximately 5 inches of mercury. The leak detection compound <br />1,1-diflouroethane will be applied following DTSC's Active Soil Gas Investigations Advisory <br />(July 2015). <br />We will label each sample canister with a unique identification number, sampling time, and pre- and <br />post-sample vacuum readings. The soil gas samples will be submitted to Torrent Laboratory, Inc., a <br />State-certified laboratory located in Milpitas, California, under documented chain-of-custody for <br />analysis of volatile organic compounds (VOCs) by EPA Test Method TO-15. The target laboratory <br />reporting limit for soil gas is less than the respective site-specific soil gas screening levels. Sample <br />results will be reported in micrograms per cubic meter. <br />12066.002.000 <br />January 3, 2019
The URL can be used to link to this page
Your browser does not support the video tag.