My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TILLIE LEWIS
>
1433
>
2900 - Site Mitigation Program
>
PR0545732
>
COMPLIANCE INFO
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/10/2020 6:28:08 PM
Creation date
7/10/2020 2:32:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545732
PE
2960
FACILITY_ID
FA0010163
FACILITY_NAME
JAGUAR HEAVEN AUTO DISMANTLERS
STREET_NUMBER
1433
STREET_NAME
TILLIE LEWIS
STREET_TYPE
DR
City
STOCKTON
Zip
95206-1120
APN
16335002
CURRENT_STATUS
02
SITE_LOCATION
1433 TILLIE LEWIS DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
190
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
i <br /> i <br /> i <br /> Applied Geotechnology Inc. <br /> Groundwater Monitor Well Installation Development and Samplinct <br /> Borings PW-1, PW-2, PW-3, and PW-4 were completed as monitor wells. All <br /> PVC well construction materials were decontaminated using a high-pressure <br /> steam cleaner. <br /> r- <br /> r. Subsequent to installation, the wells were developed using a clean stain- <br /> less steel bailer equipped with a Teflon check valve. The bailer was <br /> thoroughly decontaminated prior to placement in each well in accordance <br /> with the decontamination procedures outlined below. Approximately 5 casing <br /> volumes of water were removed during development. <br /> Subsequent to development, each monitor well was purged an additional 3 to <br /> S casing volumes prior to sampling using a Teflon bailer. Field personnel <br /> periodically measured temperature, pH, and electrical conductivity of the <br /> water removed from each well during development/purging to verify and sub- <br /> stantiate development/purging adequacy. The specific conductivity meter <br />�. ; was calibrated in the field using standard solutions prior to sampling each <br /> well. Measurements in all wells had stabilized by the completion of purg- <br /> ing. An arbitrary datum of 140 feet was used as a temporary bench mark <br /> established in 1987 at the steel stake pounded in the ground located near <br /> the utility pole by the tracks (see notes in Figure 3) . All wells were <br /> surveyed in using the arbitrary datum. <br /> Groundwater quality samples were collected from each well using a clean <br /> Teflon bailer suspended on a nylon cord. The cord was discarded after each <br /> well was sampled. <br /> fL Samole Control/Shipment <br /> After collection, each groundwater sample container was sealed by firmly <br /> screwing the lid onto the container and affixing an Applied Geotechnology <br /> Inc. Custody Seal across two sides of the lid. Each sample container was <br /> labeled identifying the contents with the following information: <br /> i <br /> o Project name <br /> o AGI project number <br /> o Sample I.D. <br /> � . o Date and time of collection <br /> o Analysis <br /> o Initials of person collecting sample <br /> Following proper sealing and labeling, sample containers were placed on ice <br /> in a cooler. Samples were packaged and shipped in accordance with Depart- <br /> ment of Transportation (DOT) regulations. For each sampling round, the <br /> samples were delivered to the analytical laboratory by AGI field staff <br /> returning from Stockton, California the day following sampling. Chain-of- <br /> Custody records were filled out and accompanied every shipment of samples <br /> Lto the laboratory. <br /> I <br />
The URL can be used to link to this page
Your browser does not support the video tag.