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' 25 February 2005 <br /> AGE-NC Project No 01-0827 <br />' Page 9 of 10 <br />' migration of hydrocarbons west of the former UST #1 release location Once released to the <br /> subsurface, the contaminants migrated vertically into the sand /gravel near 30 feet bsg or <br /> Hydrogeologic Unit 2 The petroleum hydrocarbons then dissolved into the ground water and <br />' migrated lateral at the water table level near 35 feet bsg to the northeast The migration of <br /> hydrocarbons was limited vertically, in the dissolved phase, above 60 feet bsg or above <br /> Hydrogeologic Unit 4 <br />' Since initiation of ground water monitoring in December 1988, the depth to ground water began at <br /> 30 feet bsg, declined to 45 feet bsg in October 1992, increased and remained near 40 feet bsg and <br /> then steadily increased to a depth of 20 feet bsg in June 1998 and has declined in elevation to 25 feet <br /> bsg or the current water table level(Appendix A) Groundwater flow direction has been consistently <br /> north-northeast <br />' Based upon laboratory analysis of ground water samples, the current zone of maximum petroleum <br /> hydrocarbon-impacted water is limited to Hydrogeologic Unit 2 (well VW-2d)at the former USTs' <br />' location (Figure 5) <br /> The nearest surface water feature to the site is Mormon Slough, located approximately 150 feet <br />' south-southwest and up-gradient of the site The Slough has only wet seasonal water flow It is <br /> unlikely that water in Mormon Slough is contaminated by impacted ground water from the site based <br />' on its distance and direction (up-gradient) from the site <br />' 7.0. SUMMARY AND CONCLUSIONS <br /> The key components of Fire Station#2 site conceptual model include <br /> • The subsurface soil stratigraphy consisted of fine-grained,sandy silt/clayey silt between the <br /> surface/bottom the former UST excavation and generally 20 feet bsg A medium to locally <br /> coarse sand and gravel cut/fills were observed at 20 feet to 30 or 35 feet bsg at the former <br /> UST excavation A fine-grained silt/clayey silt was observed between a depth of 30 feet and <br /> 60 feet bsg and a silty sand was observed at 65 feet bsg (Figures 3 and 4) <br /> • Ground water elevations at the site have fluctuated between 9 and 34 feet below MSL since <br /> ground water monitoring began in December 1988 The depth to ground water has been a <br /> low as 45 feet bsg and as shallow as 20 feet bsg Ground water flow has been consistently <br /> east-northeasterly <br /> • Distribution of petroleum hydrocarbon contaminants in soil and ground water indicates an <br /> initial release/s in the area of the former UST#1,which then migrated laterally and vertically <br /> through the upper silts into the more permeable sand layer between 25 and 30 feet bsg <br /> IAdvanced GeoEn"ronmentai,Inc <br />