My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHURCH
>
800
>
2900 - Site Mitigation Program
>
PR0516614
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/31/2019 3:43:11 PM
Creation date
5/31/2019 3:23:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516614
PE
2960
FACILITY_ID
FA0012708
FACILITY_NAME
NEWARK SIERRA PAPERBOARD/ RECYCLING
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\wng
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.
/
219
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
Mr. Jim Barton <br /> RWQCB <br /> March 29, 2013 <br /> Page 11 <br /> sample. Drive the probe an additional 2 feet, and <br /> reattempt sample collection. <br /> iii) If the vacuum releases, pack the space between the ground surface <br /> and the exterior of the drive casing and the annular space between <br /> drive casing and sample tubing with hydrated bentonite to prevent <br /> ambient air intrusion. <br /> (1) If the needle moves back to zero very quickly, it indicates <br /> that: <br /> (a). The soil at the sampling depth is very permeable, or <br /> (b) There is a leak in the sampling train that was not <br /> found in the leak checks. If this is the case, the <br /> sample should be impacted by tracer gas. <br /> Purging <br /> Once the probe is at the proper sample depth,the downhole leak test has been passed,the <br /> sample probe has been pulled up to expose the sample screen, the vacuum has been <br /> released in a timely manner, and the annular spaces packed with hydrated bentonite <br /> (Steps l through 14, above),purging will begin, as follows: <br /> 1) Calculate the system,purge volumes, and purge time: <br /> a) One system volume is the volume of air within the sample tubing. Three <br /> system volumes will be removed. <br /> i) 1 system volume (cubic feet [ft3]) = R X radius (feet) squared <br /> X length of tubing(feet)_(ar2L) <br /> b) The system volume calculated above is in cubic feet (ft), which is then <br /> converted to liters (L) using 28.3 liters per ft3. The resulting system <br /> volume is multiplied by 3 to calculate the purge volume: <br /> i) Purge volume in L=3 X system volume.(ft3)X 28.3 <br /> C) The purge time is calculated by dividing the purge volume in liters by 2 <br /> (the purge rate of the vacuum pump is 2 liters per minute) and multiplying' <br /> by 60 seconds (the number seconds per minute). <br /> i) . Purge time (seconds)=purge volume/2 X 60 <br /> 2) Purge the system for the duration(number of seconds) calculated. <br /> a) While purging, take PID measurements of the soil vapor from the vacuum <br /> pump exhaust and record the highest value. <br /> 3) After purging the appropriate volume, quickly close the valve at the base of the <br /> Sample T (nearest the pump), start a stopwatch, and allow the sample line <br /> pressure to return to zero vacuum (zero in Hg). <br />
The URL can be used to link to this page
Your browser does not support the video tag.