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2900 - Site Mitigation Program
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PR0521765
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Last modified
5/6/2019 4:36:46 PM
Creation date
5/6/2019 4:13:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
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 /> 2.0 SITE DESCRIPTION <br /> The Site is part of the Banner Island Redevelopment Project,which includes the area north of the <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 /> Until March 2004,the Site was covered by several buildings with a walk-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 /> 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 tolhe northeast <br /> (AGE, 2003b, c) (Wallace,Kuhl &Associates, Inc., 2003). From 1994 to approximately 1997 <br /> 25971024.DGD 2 7 June 2005 <br />
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