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' I <br /> I <br /> 1TreadwelOW10 <br /> 2.0 SITE DESCRIPTION i <br /> i <br /> The Site is part of the Banner Island Redevelopment Project, which includes the area north of the <br /> I <br /> Stockton Channel bounded by North Lincoln Street to the west, West Fremont Street to the <br /> north, and Commerce Street to the east <br /> i <br /> Until March 2004, the Site was covered by several buildings with awalk-through interior <br /> During March 2004, the buildings were demolished in preparation for redevelopment Prior to <br /> the City's purchase of the property, the Site was operated by the Carando Machine Works as a <br /> machine shop Buildings in the southern half of the Site were constructed between 1920 and <br /> 1950 Aerial photographs and Sanborn maps show a gas station pump and service station in the <br /> northwest area of the Site from at least 1950 until the late 1960s The approximate locations of <br /> `I the former service station, USTs, and pump islands are shown on Figure 2 From the late 1960s <br /> on, the entire Site has been occupied by buildings operated by Carando Machine Works <br /> At the start of 2004, all buildings at the site were demolished and removed In April 2004, three <br /> ' USTs present in the sidewalk adjacent to the Site were removed During the UST removal, <br /> petroleum hydrocarbon impacted soil was excavated from below the UST and former pump <br /> island locations, and contaminated groundwater was pumped from the site The impacted soil <br /> and groundwater was disposed of off-site (Treadwell &Rollo 2004b) The previous soil and <br /> groundwater characterization and remediation work is summarized in Section 3 0 <br /> ' 3.0 SOIL AND GROUNDWATER CONDITIONS <br /> ' The Site is underlain by silts and clays with some shallow silty sand layers to at least 30-feet <br /> below ground surface (bgs) Although no monitoring wells are present at the Site, groundwater <br /> monitoring at adjacent and nearby sites indicates a northeasterly groundwater flow direction at <br /> the Site Groundwater is generally encountered in wells near the Site at approximately 17 to <br /> 19 feet bgs The groundwater flow direction at adjacent sites is consistently to the northeast <br /> (AGE, 2003b, c) (Wallace, Kuhl & Associates, Inc , 2003) From 1994 to approximately 1997 <br /> 1 25971024 DGD 2 7 June 2005 <br />