My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0008702
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
1502
>
2900 - Site Mitigation Program
>
PR0540300
>
ARCHIVED REPORTS XR0008702
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/14/2020 12:30:06 AM
Creation date
7/18/2019 4:50:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008702
RECORD_ID
PR0540300
PE
2960
FACILITY_ID
FA0023037
FACILITY_NAME
FORMER UNOCAL NO 4409
STREET_NUMBER
1502
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12708018
CURRENT_STATUS
01
SITE_LOCATION
1502 N EL DORADO ST
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.
/
94
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
Cl �. <br /> ATTACHMENT B <br /> IT'S FIELD AND LABORATORY PROCEDURES <br /> Exploratory Drilling <br /> The soil borings were drilled using 8-inch hollow-stem auger drilling equipment Bonngs were <br /> logged by an IT geologist or engineer using the Unified Soil Classification System and standard <br /> geologic techniques Soil samples were collected at 5-foot depth intervals using a California- <br /> modified split-spoon sampler The sampler was driven a maximum of 18 inches using a <br /> 140-pound hammer with a 30-inch drop All soil samples for chemical analysis were retained in <br /> brass liners, capped with Teflon squares and plastic end caps, and sealed in ZiplockTm-style bags <br /> The samples were placed on ice for transport to the laboratory accompanied by chain-of-custody <br /> documentation All down-hole drilling and sampling equipment was steam-cleaned following <br /> the completion of the soil boring Down-hole sampling equipment was washed in a tnsodium <br /> phosphate or alconox solution between samples <br /> Groundwater Monitoring Well Installation <br /> Groundwater monitoring wells were completed in three soil borings by installing 2-inch <br /> diameter, flush-threaded, Schedule 40 PVC casing with 0 020-inch factory-slotted screen <br /> Approximately 10 feet of screen was used to construct the monitoring wells An RMC 2112 sand <br /> pack, or equivalent, was placed in the annular space across the entire screened interval, and <br /> extended approximately 2 feet above the top of the screen for the well A 2 to 3-foot bentonite <br /> transition seal was placed atop the sand pack, and a Portland cement seal extended from the <br /> bentonite transition seal to the ground surface The Portland cement seal was emplaced by <br /> tremie pipe or through the center of the hollow-stem augers in one continuous operation from the <br /> bottom of the interval to be filled to the top Emplacement of the Portland cement grout <br /> specifically was not accomplished by "free fall" from the ground surface Boring logs show well <br /> construction details <br /> The groundwater monitoring wells were developed by GRI after completion The development <br /> procedure for each well consisted of pumping and bailing water from the well until the water was <br /> visibly clear, the well went dry, or until a maximum of ten casing volumes had been removed <br /> Organic Vapor Procedures <br /> Soil samples collected at 5-foot depth intervals during drilling were analyzed in the field for <br /> ionizable organic compounds using a flame-ionization detector(FID) or a PID with a 10 2 eV <br /> IT CORPORATION <br /> SAC U\Tosco Marketing\4409\Reports\AsmtRpt doe-00\s 1 <br /> B-1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.