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ARCHIVED REPORTS_XR0003766
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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H
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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_XR0003766
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Last modified
2/3/2020 10:15:39 AM
Creation date
2/3/2020 9:08:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003766
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
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EHD - Public
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Mass-Volume Calculations Of Extracted Gasoline Hydrocarbons - Continued <br /> SIERRA LUMBER- 375 West Hazelton Avenue, Stockton, CA <br />' 4. 14 May to 06 June 2001 <br /> The average analytical TPH-g concentration for this tune interval was determined to be 1,900 ,ug/l (05-14-01= <br />' 2,000pg/L and 06-06-01 = 1,800,ug/L, avg = 1,900,ug/L) The average flow rates during this time was calculated at <br /> 0 54 inches of water or approximately 40 cubic feet per minute(table 5),the operational period was equal to 552 hours <br /> of running time <br />' C = 1,900 Mg/l=0 001900 kg/m' <br /> Q = 0 54 inches water = 40 ft'/mire <br />' t=552 hours <br /> Converting Q to m'/hour yields <br />' Q=(40 ft'/inun) -(60 rrnn/hour)-(0 0283168in'/ft')=67 96 m3/hour <br /> M=C- Q - t=(0 001900 kg/m) -(67 96 m'/hour) - (552 hours)=7128 kg of gasoline <br />' Converting kg of gasoline to pounds of gasoline yields <br /> 71 28 kg of gas - 2 2046 lbs of gas/kg of gas= 157 14 lbs of gasoline <br /> Converting pounds of gasoline to gallons of gasoline yields <br /> 157 14 lbs of gas - 0 16 gal of gas/lbs of gas = 25 14 gallons of gasoline <br /> 5. 14 May to 06 June 2001 <br /> The average analytical TPH-g concentration for this time interval was determined to be 1,900 ug/l (06-06-01= <br /> 1,800,ug/L and 06-25-01 = 1,200 yg/L, avg = 1,500,ug/L) The average flow rates during this time was calculated at <br /> 0 42 inches of water or approxunately 37 cubic feet per minute(table 5),the operational period was equal to 456 hours <br /> of running time <br />' C 1,500 gg/l=0 001500 kg/m' <br /> Q ; 0 42 inches water= 37 ft3/nun <br />' t=456 hours <br /> Converting Q to m'/hour yields <br />' Q =(37 ft}/min) -(60 nun/hour) -(0 0283168m3/ft')=62 86 r0hour <br /> M=C- Q -t=(0 001500 kg/m') -(62 86 m'/hour) - (456 hours)=42 99 kg of gasoline <br />' Converting kg of gasoline to pounds of gasoline yields <br /> 42 99 kg of gas- 2 2046 lbs of gas/kg of gas=94 79 lbs of gasoline <br /> Converting pounds of gasoline to gallons of gasoline yields <br /> 99 79 lbs of gas - 0 16 gal of gas/lbs of gas = 15 16 gallons of gasoline <br />
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