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ARCHIVED REPORTS XR0004807
Environmental Health - Public
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EHD Program Facility Records by Street Name
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MADISON
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2900 - Site Mitigation Program
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PR0521765
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ARCHIVED REPORTS XR0004807
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Last modified
5/6/2019 4:44:13 PM
Creation date
5/6/2019 4:33:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004807
RECORD_ID
PR0521765
PE
2950
FACILITY_ID
FA0014781
FACILITY_NAME
CARANDO MACHINE WORKS
STREET_NUMBER
420
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
420 N MADISON ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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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 />
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