My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_1990-2003
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
2375
>
2300 - Underground Storage Tank Program
>
PR0232469
>
COMPLIANCE INFO_1990-2003
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/22/2021 1:17:18 PM
Creation date
6/23/2020 6:55:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1990-2003
RECORD_ID
PR0232469
PE
2361
FACILITY_ID
FA0003772
FACILITY_NAME
GRANT LINE SHELL*
STREET_NUMBER
2375
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21402017
CURRENT_STATUS
01
SITE_LOCATION
2375 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0232469_2375 W GRANT LINE_1990-2003.tif
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.
/
527
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
GETTLER-RYAN INC. <br />1 1 1 1 1 allej 31 sill 'R <br />Site Safety Plan <br />Field work performed by Gettler-Ryan Inc. (GR) is conducted in accordance with GR's Health and Safety Plan and <br />the Site Safety Plan. GR personnel and subcontractors who perform work at the site are briefed on the contents of <br />these plans prior to initiating site work. The GR geologist or engineer at the site when the work is performed acts <br />as the Site Safety Officer. GR utilizes a photoionization detector (PID) to monitor ambient conditions as part of <br />the Health and Safety Plan. <br />Collection of Samples <br />Soil samples are collected from the wall or base of the excavation with a hand -driven sampling device fitted with a <br />2 -inch -diameter, clean brass tube or stainless steel liner. If safety considerations preclude collection of the samples <br />with the drive sampler, the excavating equipment is used to bring soil from the pit wall to the surface, where a <br />sample tube is filled by driving it into the soil in the excavator's bucket. After removal from the sampling device, <br />sample tubes are covered on both ends with teflon sheeting, capped, labeled, and place in a cooler with blue ice for <br />preservation. A chain -of -custody form is initiated in the field and accompanies the selected soil samples to the <br />analytical laboratory. <br />If it is necessary to collect a sample of groundwater standing in the UST pit, the sample is collected by lowering a <br />new, clean teflon bailer into the pit from a safe position along the pit wall. Once filled and retrieved, the <br />groundwater in the bailer is carefully decanted into the appropriate containers supplied by the analytical laboratory. <br />If required, preservative is added to the sample bottles by the laboratory prior to delivery. The samples are then <br />labeled and place in a cooler with blue ice for preservation. A chain -of -custody form is initiated in the field and <br />accompanies the selected soil samples to the analytical laboratory. <br />Field Screening of Soil Samples <br />A PID is used to perform head -space analysis in the field for the presence of.organic vapors from soil samples. <br />This test procedure involves placing a small amount of the soil to be screened in a sealable plastic bag. The bag is <br />warmed in the sun to allow organic compounds in the soil sample to volatilize. The PID probe is inserted through <br />the wall of the bag and into the headspace inside, and the meter reading is recorded in the field notes. An <br />alternative method involves placing a plastic cap over the end of the sample tube. The PID probe is placed through <br />a hole in the plastic cap, and vapors with the covered tube measured. Head -space screening is performed and <br />results recorded as reconnaissance data only. GR does not consider field screening techniques to be verification of <br />the presence or absence of hydrocarbons. <br />Storing and Sampling of Soil Stockpiles <br />Excavated material is stockpiled on and covered with plastic sheeting. Stockpile samples are collected and <br />analyzed for disposal classification on the basis of one composite sample per 100 cubic yards of soil. Stockpile <br />samples are composed of four discrete soil samples, each collected from an arbitrary location on the stockpile. The <br />four discrete samples are then composited in the laboratory prior to analysis. Each discrete stockpile sample is <br />collected by removing the upper 12 to 18 inches of soil, and them driving the stainless steel or brass sample tube <br />into the stockpiled material with a mallet or drive sampler. The sample tubes are then covered on both ends with <br />teflon sheeting, capped, labeled, and placed in a cooler with blue ice for preservation. A chain -of -custody form is <br />initiated in the field and accompanies the selected soil samples to the analytical laboratory. Stockpiled soils are <br />covered with plastic sheeting after completion of sampling. <br />
The URL can be used to link to this page
Your browser does not support the video tag.