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' Mass Balance for Remaining TPHg <br /> • Colberg Boat Works,401 North Stockton Street, Stockton, CA ��e <br />' Page 2 <br /> For this mass balance calculation, it is assumed that the soil plume extends15 fee n radius from <br /> MW-3 The thickness of impacted soil will be assumed to be 15 feet since no ydrocarbon <br /> impacts were detected at 20 feet bg in boring MW-3 The soil analytical results were taken from <br /> the report prepared by Apex on August 21, 1997 titled Results of Subsurface Investigation A <br /> table of the data from this report is included as Appendix B In order to estimate the amount of <br /> ' impacted groundwater, it is assumed that TPHg impacts will remain within the top 10 feet of the <br /> aquifer <br /> Analytical results from soil sampling performed in 1997 indicate weathered TPHg at <br /> concentrations ranging from 5 2 parts per million (ppm) to nondetectable, and analytical results <br /> from groundwater sampling conducted on January 20, 1999 indicate concentrations ranging from <br /> 1,100 parts per billion (ppb) to nondetectable concentrations Using analytical data from the <br /> groundwater sampling event, iso-concentration contours were created for the distribution of <br /> TPHg in groundwater(Figure 2) As mentioned earlier, the iso-concentration contour for TPHg <br /> impacts to soil is assumed to be 15 feet in radius from soil boring MW-3 (Figure 3) The mass of <br /> TPHg present at the site will be estimated by finding the area of each iso-contour, calculating the <br /> volume of soil and water in each contour, and by using an average concentration of TPHg inside <br /> each iso-contour <br /> '. Calculating Mass <br /> The first step to calculating the mass of TPHg remaining in water and soil is to identify the water <br /> ' and soil volume inside of each contour Assuming the TPHg in the aquifer is contained within <br /> the top ten feet, the thickness of the water table is multiplied by the area inside the contour to <br /> determine a volume of water present in this contour interval Also, assuming that impacts to the <br /> soil are limited to 15 feet bg, the thickness of the soil is multiplied by the area of soil inside the <br /> contour For a sample calculation, the volume inside the 100 µg/L contour for water and the area <br /> inside the nondetectable contour for soil will be determined <br /> 1 Volume"""'= 191 1 ft,* 10 ft= 1910 f? <br /> Volume,a = 706 9 ft * 15 ft= 10604 ft3 <br /> An average concentration inside the iso-concentration contour is determined by averaging the <br /> highest and lowest (boundary) concentrations of each contour interval It is assumed that the <br /> average between the higher and lower contour concentration for a particular interval will be a <br /> good approximation for the average concentration of a particular contour interval volume The <br /> ' average concentration inside the 100 pg/L iso-concentration contour for groundwater and inside <br /> f the nondetectable iso-contour for soil will be calculated by averaging the maximum <br /> concentration found in groundwater and soil samples and the established lower boundary for <br /> those iso-concnetrations <br /> c (1f <br /> . Concentrationwpter= (1,100 + 100) µg/L/2 = 600 lcg/L <br /> SB C 1_PROJECT1COLo 1 001-Colberg Boat Workslmassbalance doc <br />