My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHURCH
>
800
>
2900 - Site Mitigation Program
>
PR0516614
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/31/2019 3:43:11 PM
Creation date
5/31/2019 3:23:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516614
PE
2960
FACILITY_ID
FA0012708
FACILITY_NAME
NEWARK SIERRA PAPERBOARD/ RECYCLING
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\wng
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.
/
219
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
Geosyntec <br /> consultants <br /> of-custody procedures to Curtis & Tompkins Laboratories, of Berkeley, California. <br /> Each groundwater sample will be analyzed for toluene by EPA Method 8260B. <br /> 7.3 Task 2: Collect Samples of Soil and Soil Gas from Approximately 5 ft bgs in <br /> the CPT-13 Area) <br /> Task 2 consists of soil and soil gas sampling at the locations shown on Figure 7. The <br /> field methods and procedures for this task will be the same as those described in the Site <br /> Investigation Report(Geosyntec, 2011). Task.2 is described below. <br /> 7.3.1 Soil Sampling <br /> Soil samples will be collected from 5 ft bgs prior toinstallation of temporary soil gas <br /> wells that are described below. The samples will be collected in triplicate Encore <br /> samplers and analyzed for VOCs (EPA Method 8260) by Curtis & Tompkins <br /> Laboratory. <br /> 7.3.2 Soil Gas Sampling <br /> Temporary soil gas probes will be installed using the procedures described in the <br /> Advisory — Active Soil Gas Investigations (DTSC, 2012). All soil gas probes will be <br /> installed at a depth of 5 ft bgs via Geoprobe® direct push methods. The soil gas probes <br /> will be constructed with a filter pack and bentonite grout and completed with a closed <br /> ball valve and monitoring well box. Construction diagrams for the soil gas probes are <br /> provided as Figure 8. Soil gas samples will be collected through dedicated Nylaflow <br /> tubing attached to each probe with airtight fittings and analyzed for fixed gases <br /> (including oxygen) and volatile organic compounds (VOCs) (EPA Method TO-15). <br /> Temporary soil gas probes will be destroyed by removing the probe_ hardware and <br /> sample tubing via hand auger, filling with grout, and finishing the surface to match.the <br /> surrounding surface. <br /> 7.4 Quality Assurance/Quality Control <br /> During this investigation the following quality assurance/quality control (QA/QC) <br /> samples will be collected: <br /> • Duplicate groundwater samples will be collected at a rate of 10% and submitted <br /> blindly to the analytical laboratory; <br /> CPTH 3 Area Investigation Report and Work Plan 23 30 May 2013 <br />
The URL can be used to link to this page
Your browser does not support the video tag.