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• All corrective actions regarding tanks,piping and impacted soils have been conducted <br /> under a work plan requested by either PHS-EHD or RWQCB <br />' 61 3 Modeling <br /> • Three model simulations of vadose zone leaching without biodegradation for a period <br />' of 25 years were used to predict what impact the residual soil TPH/D and its most <br /> mobile constituent (naphthalene) would have on groundwater at 35 feet, 54 feet, and <br />' 70 feet below ground surface (bgs) <br /> • The first model run suggests that concentrations of the indicator parameter <br />' naphthalene would reach a maximum of 36 5 ug/L in groundwater with water level <br /> at 35 feet bgs (a 25-year high) <br /> • The second model scenario used an estimate of 54 feet as a long term average depth <br />' to groundwater resulting in a maximum naphthalene concentration of 2 98 ug/L in <br /> groundwater This scenario is considered conservative since it does not reflect long <br /> term downward trends resulting from groundwater basin overdraft in the past 50 <br /> years <br /> • The third model scenario used an estimate of 70 feet as the water level which was <br /> observed at the site in 1991 and 1992 If this groundwater level persisted for 25 <br />' years, the predicted impact on groundwater would be approximately 0 172 ug/L <br /> • All three scenarios are conservative because they ignore biodegradation of <br /> naphthalene Twenty five years represents approximately 250 to 500 half lives for <br /> naphthalene <br />' • The Water ate Quality Goal proposed for this site is the EPA SNARL for naphthalene <br />' of 20 µg/L If this goal is appropriate, the soils remaining at the site do not <br /> constitute a "Designated Waste" so long as groundwater level does not rise above 54 <br /> feet bgs <br /> i <br /> • If groundwater levels would rise to 35 feet bgs some impact of TPH/D constituents <br /> may be observed in groundwater, if this water level persists and if no biodegradation <br /> were to occur <br /> SAC 116 07 16 AUGUST 1994 <br /> DAMES & MOORE <br />