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ARCHIVED REPORTS_XR0003598
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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HAZELTON
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375
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003598
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Entry Properties
Last modified
2/3/2020 9:39:39 PM
Creation date
2/3/2020 8:55:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003598
RECORD_ID
PR0540905
PE
2960
FACILITY_ID
FA0023406
FACILITY_NAME
SIERRA LUMBER MANUFACTURERS
STREET_NUMBER
375
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
147120808
CURRENT_STATUS
01
SITE_LOCATION
375 W HAZELTON AVE
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
Tags
EHD - Public
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1 <br />' Mass-Volume Calculations Of Extracted Gasoline Hydrocarbons - Continued <br /> SIERRA LUMBER-375 West Hazelton Avenue, Stockton, CA <br />' 2 <br /> 12 July 2005 to 09 August 2005 <br />' The average analytical TPH-g concentration for this time interval was determined to be 50,ug/l(07-12-05=<50,ug/l and <br /> 08-09-05 = <50 jig/1 ,avg = 50 pg/L) The average flow rates dunng this time was calculated at 0 68 inches of water <br /> or approximately 44 cubic feet per minute(table 6),the operational period was equal to 672 hours of running time <br />' C =50 µg/I=0 000050 kg/m3 <br /> Q = 0 68 inches water= 44 ft/min <br />' t=672 hours(28 days) <br /> Converting Q to m3/hour yields <br /> Q=(44 Omm)-(60 min/hour)-(0 0283168m3/fl)=74 76 m3/hour <br /> M=C- Q-t=(0 000050 kg/m3)-(74 76 m3/hour)- (672 hours)=2 51 kg of gasoline <br /> Converting kg of gasoline to pounds of gasoline yields <br /> 2 51 kg of gas- 2 2046 lbs of gas/kg of gas=5.54 lbs of gasoline <br /> 5 54 lbs gas/28 days=0.20 lbs/day <br /> Converting pounds of gasoline to gallons of gasoline yields <br /> 5 54 lbs of gas -0 16 gal of gas/lbs of gas = 0 89 gallons of gasoline <br /> 3. 09 August 2005 to 07 September 2005 <br /> The average analytical TPH-g concentration for this time interval was determined to be less than 50/rg/I(08-09-05=<50 <br /> ,ugll and 09-07-05 = <50,ug/l ,avg = 50 pg/L) The average flow rates during this time was calculated at 0 75 inches <br /> of water or approximately 48 cubic feet per minute(table 6),the operational period was equal to 696 hours of running <br /> time <br /> C = 50µg11=0 000050 kg/m3 <br /> Q = 0 75 inches water= 48 fl/min <br /> t=696 hours(29 days) <br /> IConverting Q to m/hour yields <br /> Q-(48 fl/min)-(60 min/hour)-(0 0283168m3/ft3)=81 55 m3/hour <br /> M=C- Q-t=(0 000050 kg/m3)-(81 55 m3/hour)- (696 hours)=2 84 kg of gasoline <br /> Converting kg of gasoline to pounds of gasoline yields <br /> 2 84 kg of gas-2 2046 lbs of gas/kg of gas=6.26 lbs of gasoline <br /> 6 26 lbs gas/29 days=0.221bs/day <br /> Converting pounds of gasoline to gallons of gasoline yields <br /> 6 26 lbs of gas - 0 16 gal of gas/lbs of gas = 100 gallons of gasoline <br /> 1 <br />
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