My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002905
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
3555
>
3500 - Local Oversight Program
>
PR0545252
>
ARCHIVED REPORTS_XR0002905
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/31/2020 3:26:07 PM
Creation date
1/31/2020 2:01:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002905
RECORD_ID
PR0545252
PE
3528
FACILITY_ID
FA0002232
FACILITY_NAME
QUIK STOP MARKET #3132*
STREET_NUMBER
3555
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
071-180-20
CURRENT_STATUS
02
SITE_LOCATION
3555 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
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.
/
39
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
Tracer Research Corporation <br /> I <br /> syringe by inserting a syringe needle through a silicone rubber segment in the <br /> evacuation line and down into the steel probe. The vacuum was monitored by a <br /> vacuum gauge to ensure an adequate gas flow from the vadose zone was maintained. <br /> During this investigation, 3 to 9 milliliters (ml) of soil gas were collected for <br /> immediate analysis in the Tracer Research analytical van. <br /> The volume of air within the probe was purged by evacuating 2 to 5 probe <br /> volumes of gas. The evacuation time in minutes versus the vacuum in inches of <br /> mercury (Hg) was used to calculate the necessary evacuation time. The vacuum in <br /> inches Hg was recorded at each sampling location. <br /> Probe vacuums ranged from 2 to 10 inches Hg. The maximum vacuum <br /> reading was 25 inches Hg. <br /> When sample probe SG-413' was removed, a hole was discovered 5 foot <br /> ' down the probe. This could have caused a dilution of the sample. <br /> 4.0 GROUNDWATER SAMPLING PROCEDURES <br /> When groundwater was encountered, water samples were collected. Six <br /> water samples were collected at locations 4, 5, 6, 7, 9, and 10 and analyzed for the <br /> target compounds. <br /> Sampling probes consisted of 7- and 14-foot lengths of 3/4-inch diameter <br /> hollow steel pipe. Groundwater samples were collected at depths of 12 to 14 bgs. <br /> The hollow probes with detachable drive points were driven below the water <br /> table. Once at the desired depth, the probes were withdrawn several inches to permit <br /> water to flow into the resulting hole. The aboveground end of the sampling probes <br /> '1 were fitted with a vacuum adaptor (metal reducer) and a length of polyethylene tubing <br /> leading to a vacuum pump. A vacuum of up to 25 inches Hg was applied to the <br /> ' interior of the probe for 10 to 15 minutes or until water was drawn up the probe. The <br /> water accumulated in the hole was removed by vacuum through a 1/4-inch <br /> polyethylene tube inserted down into the probe to the bottom of the hole. Because the <br /> water is induced to flow into a very narrow hole, it can be sampled with little exposure <br /> to air and, consequently, the loss of volatile compounds by evaporation is reduced. <br /> The polyethylene tubing was used only once and discarded to avoid cross <br /> May 22.1992 Page 2 1-92-358 <br />
The URL can be used to link to this page
Your browser does not support the video tag.