My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0006402
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
6425
>
2900 - Site Mitigation Program
>
PR0519189
>
ARCHIVED REPORTS XR0006402
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/21/2019 4:03:49 PM
Creation date
8/21/2019 2:34:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006402
RECORD_ID
PR0519189
PE
2950
FACILITY_ID
FA0014347
FACILITY_NAME
CURRENTLY VACANT
STREET_NUMBER
6425
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741031
CURRENT_STATUS
02
SITE_LOCATION
6425 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
124
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
Carbon dioxide (CO2) concentration is measured from the tedlar <br /> bag samples by connecting a Drager tube and pump to the <br /> inlet/outlet of the tedlar bag CO2 reading in percent is then <br /> obtained and recorded on the chrmoatogram produced from the GC- <br /> FID analysis <br /> FLOW RATES <br /> Flow rates are measured at the site using an orifice plate . A one <br /> inch orifice-sampling manifold is placed directly on the casing <br /> of the monitor well , carefully avoiding any vacuum leaks An <br /> orifice plate restricts the flow causing a pressure drop across <br /> the orifice By measuring the resulting pressure change across <br /> the orifice it is possible to calculate the air flow rate The <br /> flow rate is calculated by the pressure drop (millimeters (mm) <br /> mercury or water) across a square edge orifice plate <br /> Ve = CK sqr (P) Q = AVe <br /> Where <br /> Ve= velocity in feet per minute (fpm) <br /> C = Orifice Coefficient = 0 65 (for orifice used) <br /> K = Constant 794 6 for mm water or 2929 8 for mm <br /> mercury <br /> P = Pressure differential across the orifice <br /> Q = Flow rate in cubic feet per minute (CFM) <br /> A = Area orifice in square feet 1 " = 0 00545 ft2 <br /> Q = A X 0 65 X 794 6 X sqr (P) <br /> CALCULATIONS <br /> To calculate the pounds (lb) per day the concentration is <br /> multiplied by the volume of air produced in one day <br /> *The lab reports the Concentrations (C) of the air sampling in <br /> ug/liter The first step is to convert this value to lbs/cf <br /> (pounds per cubic foot) lug/l x 0 0000018/ug x 0 002205lb/g x <br /> 28 321/cf = 0 0000000621lb/cf <br /> The volume of air produced in one day, equals the flow rate (Q) x <br /> the time of flow <br /> V = Q x T = cf/day = cf/min x 1440 min/day <br /> The volume must be corrected to standard temperature and pressure <br /> (STP) <br /> P = Pressure = 14 7 lb/int @ STP <br /> V = Volume cf <br /> T = Temperature in degrees above absolute Zero = 491 58oR @ STP <br /> Using the Ideal Gas Law P1V1/T1 = P2V2/T2 <br /> Solving for V2 =P1V1T2/P2T1 <br /> PAGE 4 R603 UPDATE-43 3/25/96 <br />
The URL can be used to link to this page
Your browser does not support the video tag.