My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007033
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
5606
>
2900 - Site Mitigation Program
>
PR0541401
>
ARCHIVED REPORTS_XR0007033
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/14/2020 2:07:38 PM
Creation date
4/13/2020 4:22:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007033
RECORD_ID
PR0541401
PE
2950
FACILITY_ID
FA0006046
FACILITY_NAME
UNION OIL STATION #5098
STREET_NUMBER
5606
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
02
SITE_LOCATION
5606 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
29
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
1 <br />' FIELD METHODS AND PROCEDURES <br /> FIELD PROCEDURES <br />' The following section describes field procedures that will be completed by ENSR personnel in the <br /> performance of the tasks involved with this protect <br /> 10 HEALTH AND SAFETY PLAN <br />' Fieldwork performed by ENSR and subcontractors at the site will be conducted according to <br /> guidelines established in a Health and Safety Plan (HASP) The HASP is a document describing <br />' the hazards that may be encountered in the field and specifies protective equipment, work <br /> procedures and emergency information A copy of the HASP will be at the site and available for <br />' reference by appropriate parties during work at the site <br /> 2 0 DRILLING AND SOIL SAMPLING <br /> Soil s borin9 and soil samples will be performed under the direction of a qualified ENSR geologist <br /> Soil borings will be drilled using a truck-mounted hollow stem auger drilling rig Soil sampling <br /> conducted in accordance with ASTM 1586-84 will use a 2-inch outside-diameter split-barrel <br /> sampler or a 2-inch inside-diameter California-type sampler driven into the soil by a 140-pound <br /> weight falling 30 inches After an initial set of 6 inches, the number of blows required to drive the <br /> sampler an additional 12 inches, known as penetration resistance or the "N" value, is recorded <br /> The "N" value is used as an empirical measure of the relative density of cohesionless soils and <br />' the consistency of cohesive soils The sampler is lined with three brass sample tubes, each <br /> 6-inches long and the outside diameter equal to the inside diameter of the sampler Samples will <br />' be collected at 5-foot intervals or as directed by the geologist <br /> All soil samples are examined in the field by a geologist and are described by color, grain size and <br />' moisture content and are classified in accordance with the Unified Soil Classification System <br /> visual and manual method A portion of the soil sample is placed into a plastic bag and sealed for <br /> headspace analysis of the organic vapors using a photo-ionization detector (PID) equipped with a <br /> 10 2ev lamp The soil sample collected in the 'eading brass tube within the California-type <br /> sampler will be labeled, sealed and stored on ice pending sample selection and transport to the <br /> laboratory for analysis Representative portions of the samples will be retained for further <br /> examination and for verification of the field classification Logs of the borings indicating the depth <br /> and identification of the various strata, the "N" value and pertinent information regarding the <br /> method of maintaining and advancing the boring will be made All drilling and sampling equipment <br /> will be cleaned before drilling each boring using a high-pressure, steam-cleaning apparatus The <br />
The URL can be used to link to this page
Your browser does not support the video tag.