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ARCHIVED REPORTS XR0008169
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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1448
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3500 - Local Oversight Program
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PR0544673
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ARCHIVED REPORTS XR0008169
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Last modified
7/16/2020 7:16:23 AM
Creation date
7/18/2019 3:34:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008169
RECORD_ID
PR0544673
PE
3528
FACILITY_ID
FA0006182
FACILITY_NAME
REGAL STATION #604
STREET_NUMBER
1448
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
1448 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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sample port closed, and the appropriate label is placed on the <br /> bag. <br /> The labels for both the influent and effluent tedlar bag samples <br /> show the date, time, sample ID# and analyses to be run. <br /> Both the influent and effluent tedlar bag samples are then placed <br /> within a cooler, on ice, and are hand delivered to WEGE's <br /> laboratory that same day. <br /> The vapor sample is then injected into an FID (Flame Ionizing <br /> Detector) chromatograph and the resulting chromatogram compared <br /> to standard chromatograms of known TFH (Total Fuel Hydrocarbons, <br /> gasoline) and BTEX (benzene, toluene, ethylbenzene, and xylenes) <br /> concentrations . <br /> FLOW RATES <br /> Flow rates are measured at the site by use of orifice plates . A <br /> one inch orifice is placed in line for each well and two one inch <br /> orifices in parallel are used to measure the total flow <br /> An orifice plate restricts the flow of air across it This <br /> restriction causes a pressure drop across the orifice . By <br /> measuring the resulting pressure change across the orifice it is <br /> possible to calculate the air flow rate . <br /> The flow rate is calculated by the pressure drop (millimeters <br /> (mm) water) across a square edge orifice plate <br /> Ve = CK sgr (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 mm water <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'l = 0 . 00545 ft2 <br /> Q = A X 0 65 X 794 6 X sgr(P) <br /> i <br /> page 3 of R604, 12/16/93 <br />
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