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3500 - Local Oversight Program
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PR0544148
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Last modified
2/14/2019 6:16:53 PM
Creation date
2/14/2019 2:56:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544148
PE
3526
FACILITY_ID
FA0005937
FACILITY_NAME
NEAL STALLWORTH AUTO DETAIL
STREET_NUMBER
602
Direction
N
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13916509
CURRENT_STATUS
02
SITE_LOCATION
602 N CALIFORNIA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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APPENDIX C <br /> ADSORBED MASS & VOLUME CALCULATIONS <br /> STALLWORTH AUTO SALES <br /> 602 North California Street, Stockton , California <br /> Impacted Soil Mass/Volume Assumptions: <br /> • Utilizing Figures 3 through 7, the mass distribution of total petroleum hydrocarbons <br /> quantified as gasoline (TPH-g) can be estimated for impacted soils at the site. To <br /> estimate the mass, the adsorbed plume has been split into three depth discrete <br /> zones and three contoured zones of 1 , 000 mg/kg , 100 mg/kg , and 1 mg/kg . <br /> • Figures 5 , 6 and 7 were generated using computer assisted design software . The <br /> software has a specific function to calculate the area of a selected object, such as <br /> each area between the above referenced TPH-g isoconcentration intervals . <br /> • The area and volume of each contoured zone can be estimated utilizing the <br /> computer-assisted design software and the program can be used to determine the <br /> area between the above referenced 1 , 000 , 100 and 1 mg/kg contoured zone <br /> intervals (Figures 7) , and then multiplying the area by the height of the contoured <br /> zone . <br /> • Height used for estimating the mass were determined by the three depth discrete <br /> zones and estimated from cross sections A-A' and B-B' . For the 10 to 25 foot <br /> interval the height was determined to be 15 feet. For the 25 to 65 foot interval the <br /> height was determined to be 35 feet. For the 65 to 100 foot interval the heights were <br /> determined to be 7 feet (1 , 000 mg/kg contour) , 8 feet ( 100 mg/kg contour interval) <br /> and 40 feet ( 1 mg/kg contour interval). <br /> • The volume can be calculated by the formula : <br /> V = AREA•h , where "area" is determined through the design software ( Figures 5 , 6 <br /> and 7) and "h" is the height as determined as contoured in cross section . <br /> • The average TPH-g concentration in the each depth discrete zone was estimated <br /> by summing the contour isoconcentration lines and the soil sample concentrations <br /> within the selected area and dividing by the total number of samples . <br /> ADSORBED SOIL PLUME MASS CALCULATIONS <br /> 10 to 25 foot zone: <br /> • >1 ,000 mg/kg (Inner zone) : The sum of 61 -15 (1 ,400 mg/kg), B1 -25 (5,600 mg/kg), VW3-20 <br /> (6 ,800 mg/kg ),.VW 3-25 (2 ,200 mg/kg ), VW 1 -20 (2 ,900 mg/kg ), VW 1 -25 (2 ,700) and the 1 ,000 mg/kg <br /> contour line; average = 3,228 mg/kg (equivalent to 0 .003228) . <br /> • 1004 ,000 mg/kg (middle zone) : The sum of the 1 ,000 mg/kg contour line and the 100 mg/kg <br /> contour line; average = 550 mg/kg (equivalent to 0 .00055) . <br /> • 1 - 100 mg/kg (Outer zone) : The sum of 62-25 (5 . 1 mg/kg ) , 133-20 (6.8 mg/kg ) the 1 mg/kg <br /> and the 100 mg/kg contour lines average = 28 mg/kg (equivalent to 0 .000028) . <br /> Advanced GeoEnvironmental, Inc. <br />
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