My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PATTERSON PASS
>
25775
>
2900 - Site Mitigation Program
>
PR0543467
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/4/2020 4:18:47 PM
Creation date
5/20/2019 9:20:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0543467
PE
2960
FACILITY_ID
FA0024672
FACILITY_NAME
FORMER ATLANTIC RICHFIELD CO (ARCO) NO 6100
STREET_NUMBER
25775
Direction
S
STREET_NAME
PATTERSON PASS
City
TRACY
Zip
95377
CURRENT_STATUS
01
SITE_LOCATION
25775 S PATTERSON PASS
P_LOCATION
03
QC Status
Approved
Scanner
LSauers
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.
/
298
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
Work Plan for Additional Site�Cssessment • <br /> ARCO Facility No. 6100 <br /> Tracy,California <br /> Page 7 <br /> photoionization detector (PID). Delta will record PID readings, soil types, and other <br /> pertinent geologic data on the borehole log. Soil samples used for logging will be <br /> classified using the Unified Soil Classification System. A minimum of five soil samples <br /> from each boring will be submitted for chemical analysis, including the sample exhibiting <br /> the highest PID response, the sample from just above groundwater (if encountered), and <br /> the sample collected from the bottom of the boring. Additional samples may be collected <br /> at the discretion of the registered geologist overseeing the project. <br /> This method of drilling also allows the use of various geophysical logging instruments <br /> that measure several physical properties of the soil surrounding the borehole. Once the <br /> total depth of the soil boring has been reached, a wireline geophysical instrument will be <br /> lowered through the drilling mud to collect specific data, as outlined below. Following <br /> removal of the drilling mud, the hole will be pressure grouted using neat cement slurry <br /> containing approximately 5%bentonite. <br /> Wireline Geophysical LoQein> <br /> Wireline geophysical techniques will be used to evaluate soil lithology and identify <br /> perched water-bearing material and zones, if encountered. A sonde will be lowered by a <br /> mechanical winch within a borehole filled with drilling mud at a fixed rate of speed. The <br /> sonde will measure the physical properties of the soil type surrounding the borehole. The <br /> sonde will be lowered at the slowest practical speed to aid in identifying perched water <br /> zones that may be thin. <br /> A neutron logging tool will be used to identify soil lithology and zones of perched water, <br /> if encountered. A neutron logging tool emits neutrons from a radioactive source <br /> (typically plutonium-beryllium or americium-beryllium) and measures the attenuation <br /> rate of neutrons in the soil. Hydrogen is the most efficient element in attenuating <br /> neutrons because neutrons have a mass nearly identical to the mass of a hydrogen <br /> nucleus. Particles with a heavier nucleus (soil particles) do not attenuate neutrons <br /> because of the large differences in mass. Water should be the primary source of <br /> hydrogen in the subsurface because few rock/soil forming minerals contain hydrogen. <br /> Though petroleum hydrocarbons may be present in soil, water saturated soils should <br /> provide a distinctive response on the wireline log. A neutron tool should identify <br /> saturated soils because the tool measures the hydrogen content of the soil formation. The <br /> lowest neutron response on the wireline log should represent intervals of saturated soil. <br /> The neutron log should also identify the thickness of saturated soils within potential <br /> water bearing sand layers. The porosity of saturated soils can also be estimated. <br /> A gamma-gamma tool will be used to measure electron density of the soil around the <br /> borehole. Gamma photons are emitted from the sonde as the instrument is lowered <br /> through the drilling mud. The sonde measures the return rate of photons to the <br /> instrument, thus providing an attenuation rate of photons in the soil. Since electrons <br /> CAARCO\6 WREPORM6100 workplan 05-22-01.doc <br />
The URL can be used to link to this page
Your browser does not support the video tag.