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j <br /> • RESIDUAL MASS BALANCE CALCULATION <br /> The residual mass balance in soil was calculated for 1,2-DCA only(0 0017 mg/kg @ VB-2-25), <br /> based on the analytical results of the soil samples collected by Apex on August 29, 1997 (Table <br /> 1) Other petroleum constituents were not detected in these soil samples <br /> The residual mass balances in groundwater for MTBE, 1,2-DCA and TPHd were calculated based <br /> on the results of groundwater sampling performed by Apex on November 21, 1997 (Table 2) <br /> Residual mass balance was not calculated for other petroleum constituents since they were not <br /> detected or negligible in the groundwater <br /> The calculation approach below is conservative in nature, and it is likely that the actual mass <br /> quantities of the constituents are less than the calculated amount <br /> ASSUMPTIONS <br /> Because of the uncertainty in estimating the concentration distributions in groundwater and <br /> subsurface soil, following assumptions were made <br /> 1 The areas of the impacted groundwater are shown on Figures A, B, and C The vertical <br /> extent of the impacted groundwater is from 20 to 50 feet bgs The saturated soil contains <br /> . 25% water by volume <br /> 2 The area of the 1,2-DCA impacted soil is shown on Figure D The impacted soil is assumed <br /> to extend from 25 to 50 feet bgs The density of the soil is 120 lb/ft' <br /> 3 Mean concentrations were used in the mass balance calculations, and considered uniform <br /> throughout their respective calculation columns Concentrations at below the standard <br /> laboratory detection limits are considered zero <br /> CALCULATION <br /> 1 Impacted Groundwater Residual Mass Balances(calculation spreadsheet attached) <br /> The estimated MTBE remained in the groundwater is 0 034 kg or 0 068 lbs <br /> The estimated 1,2-DCA remained in the groundwater is 0 016 kg or 0 032 lbs <br /> The estimated TPHd remained in the groundwater is 0 23 kg or 0 56 lbs <br /> 2 Residual 1,2-DCA mass balance in soil is <br /> 4,400 (ft) x 25 (ft) x(0 0017/2) (ppm)x 10-6 x 120 (lb/ft') = 0 01 lbs <br />