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11 February 2002 <br /> AGE-NC Project No 99-0559 <br /> Page 6 of 10 <br /> beneath the site (Figure 3 and 4) Cross sections A-A' and B-B' were previously presented in <br /> Preliminary Investigation &Evaluation Report, dated 14 December 2000 <br />' The site vadose zone currently extends from the ground surface to 55 feet bsg(water table), and is <br /> composed of silt, clayey silt, clay, and `stiff fine grained' soil, and a gravelly, fine to coarse sand <br /> layer between 35 feet and 50 feet A significant sand interval also occurs between 90 and 105 feet <br />' bsg over the site and a thin discontinuous sand layer was encountered at 150 feet bsg Fine grained, <br /> silty clay and clayey silt layers were observed at depths between the surface and 30 to 35 feet bsg, <br /> 80 and 90 feet bsg, 105 to 150 feet bsg Variable Iithology Including silty fine sand, sandy silt and <br />' clayey silt to silty clay were observed at all other depths CPT computer-generated boring Iogs are <br /> Included in Appendix A <br />' 3 2 HYDROGEOLOGICAL MODEL <br />' Based on the CPT results and comparison with soil descriptions from borings previously advanced <br /> on the site, AGE has developed a preliminary subsurface model of the site soil stratigraphy <br />' comprised of six informal zones, a vadose (unsaturated) zone and five hydrological units <br /> Hydrological units may be defined as significant vertical intervals of soil having significant lateral <br /> extent and having similar hydrologic characteristics(I e hydraulic conductivity,transmissivlty,etc ) <br /> over its vertical and horizontal extent A `flow unit' may be defined as a hydrologic unit and Is <br /> characterized by significantly greater hydraulic conductivity values than overlying and underlying <br /> units A flow unit is capable of serving as a preferred migration route, and could potentially allow <br /> migration of large contaminant masses over great distances <br /> The model presented is interpretational and will be modified as more data is collected The six <br /> I vertical zones identified are as follows (depths are approximate and can vary by several feet across <br /> the site) <br /> Vadose Zone-Extending from surface grade to 55 feet bsg,the depth to the water table The vadose <br /> zone is predominantly fine grained (silt and clay) from surface grade to 25 feet bsg, with coarse <br /> material (sand) occurring locally Sand predominates from 30 to 45 feet bsg with fine grained soil <br /> occurring locally From 45 to 55 feet bsg, the soil is predominantly fine grained, locally sandy, and <br /> has localized high pore pressure intervals <br /> Hydrological Unit 1 (HU1), at the top of the current saturated zone, extends from 55 feet to 62 feet <br /> bsg and is comprised primarily of sand and characterized by very low to low pore pressure The <br /> interval appears to contain more fine grained material and low to moderate pore pressure toward the <br /> south (CPT3) <br /> Advanced GeoEnvironmentai,Inc <br />