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� 4% � qa me <br /> Table 4 <br /> Site Parameters For Former Safeway Meat Packing Plant Stockton Caiifornla <br /> Receptor Industrfal/Commerical <br /> Industrial/Commerical Comment on Parameter Values <br /> Symbol Parameter Units RME Average <br /> d Lower Depth of Surficial Soil Zane cm 100 33 100 cm the ASTM delauft value is approximately 3 toot&is used <br /> to represent sod for a shallow excavation The average case is 33 <br /> cm I1 foot)which is the typical risk assessment definition of <br /> surface soil <br /> ER Enclosed Space Air Exchange Rate LIS N/A N/A Not Applicable to Safeway Site No Building In Area of Concern <br /> foc Fraction of Organic Carbon in Soil g C/g soil 001 001 No data available on FOC ASTM default value assumed <br /> hcap Thickness of Capillary Fringe cm 5 150 5 cm is the ASTM default 150 cm is a typical capillary fringe <br /> height in a silt soil(Fetter, 1980) <br /> by Thickness of Vadose Zone cm 755 610 Depth of vadose zone is the difference between depth to <br /> groundwater{760 cm or 25 feet)and height of capillary fringe <br /> fnfiltration Rate of Water Through Soil cm/year 53 07 The annual precipitation in Stockton is 13 95 inches(35 4 cm) <br /> INOAA 1992) Paving at the site acts as a impervious barrier for <br /> water,any water that infiltrates will also be subject to evaporation <br /> It was assumed that 2%of the rain will <br /> infiltrate for the average case& 15%will infiltration for the RME <br /> case <br /> LB Enclosed Space Vaiumelinfaltration Area Ratio cm NIA NIA Not Applicable to Safeway Site,No Duilding In Area of Concern <br /> Lcrack Enclosed Space Foundation or Wall Thickness cm NIA NIA Not Applicable to Safeway Site No Building In Area of Concern <br /> Lgw Depth to Groundwater cm 760 760 Over time the depth to groundwater has ranged from 24 to 30 fee <br /> in the tank field area Based on March 1995 data IERM 1995) <br /> the depth to water is about 25 feet f760 cm) <br /> Ls Depth to Subsurface Soil Source cm 100 730 Borings 8 15 16, 17& 19 had measurable TPH at approximately <br /> 25 feat bgs A depth of 24 feet(730 cm)was selected based on <br /> the depth of tank freld overexcavation{ERM 1993) 100 cm is the <br /> depth of TPH in the vicinity of the former diesel supply lines <br /> Pe Particulate Emission Rate g/cm"2 s 6 90E 14 0 The site Is paved neither wind nor mechanical erosion of the soil <br /> surface will occur RME case value is the ASTM default value <br /> Uatr Wind Speed Above Ground Surface In Ambient cm/s 225 370 Average wind speed in the Stockton area is 3 7 nils{ARB 1984) <br /> Mixm Zane 2 25 mis is the ASTM delault value <br /> x ImarkslSAFEWAY2 XLW Page 1 of 2 <br /> 212619fi <br />