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ARCHIVED REPORTS_XR0002582
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0508238
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ARCHIVED REPORTS_XR0002582
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Last modified
1/30/2020 3:04:45 PM
Creation date
1/30/2020 1:35:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002582
RECORD_ID
PR0508238
PE
2950
FACILITY_ID
FA0008010
FACILITY_NAME
GRANITE CONSTRUCTION CO
STREET_NUMBER
10500
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
CURRENT_STATUS
01
SITE_LOCATION
10500 S HARLAN RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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' GRANITE CONSTRUCTION FACILITY <br /> WKA No 2088 08 <br /> August 18, 1999 <br /> Page 11 <br /> concentrations were reported below detection limits, a value equaling half the detection limit was <br />' used in our calculation The lognormal distribution was determined by taking the sum of the log <br /> for each contaminant concentration in a given data set The anti-log of the sum was then taken to <br /> determine lognormal distribution of the average concentration for the given compound within the <br /> data set <br /> The lognormal distribution method is typically used for analytical data that vanes by several <br /> orders of magnitude The log normal distribution method normalizes the varying orders of <br />' magnitude to a standard bell-shaped distribution For example suppose we have three samples <br /> with concentrations of 1, 100, and 1000 mg/kg <br />' Sample Concentration Log <br /> 1 log(1) = 0 <br />' 100 log (1.00) =2 <br /> 1000 log (1000) = 3 <br /> E - 1101 E = 5 <br /> 1101/3 = 367 5/3 = 1 67 <br /> log-1 1 67 = 46 8 <br /> Using a straight mathematical average, the average concentration of the three samples would be <br /> 367 mg/kg Using the log normal distribution method, the average concentration of the three <br /> samples would be 46 8 mg/kg Because only a very small number of the previous samples <br /> revealed extremely high concentrations (several orders of magnitude above those of the vast <br /> majority), use of a straight mathematical average would have resulted in unrealistically higher <br /> average concentrations <br /> The data used was derived from the 50 soil samples obtained from soil borings drilled in the <br /> vicinity of the former UST excavation in March 1993 and samples obtained from the bottom and <br /> sidewalls of the excavation on September 28, 1993 and 32 groundwater samples obtained during <br /> quarterly monitoring and sampling events performed from March 3, 1997 to December 7, 1998 <br />' Based on the above assumptions, the weight/volume of petroleum hydrocarbons present in the <br /> soil beneath the site was calculated to be approximately 160 pounds or 27 gallons <br /> `d'M <br />' WALLACE KUHL <br /> Recycled paper &ASSOCIATES INC <br />
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