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ARCHIVED REPORTS_XR0007914
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545007
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ARCHIVED REPORTS_XR0007914
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Last modified
12/5/2019 2:38:20 PM
Creation date
12/5/2019 2:16:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007914
RECORD_ID
PR0545007
PE
3528
FACILITY_ID
FA0025604
FACILITY_NAME
CATELLUS DEVELOPMENT PROPERTY
STREET_NUMBER
1325
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
1325 W WEBER AVE
QC Status
Approved
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EHD - Public
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SECTION 4 <br /> POST EXCAVATION INVESTIGATION <br /> ACTIVITIES AND RESULTS <br /> 1 This section describes the field activities that were undertaken after <br /> completion of the excavation activities to address PHS/EHD's concern <br />' that hydrocarbon-containing soil at Former Tank Sites #1 and #2 may <br /> not have been completely remediated In addition, the results of this <br />' investigation and the ground water monitoring are presented <br /> Field Activities <br /> In response to PHS/EHD's concern, ERM prepared and submitted a <br /> workplan entitled Proposal for Additional Soil Characterization, 1325 <br /> & 1515 West Weber Avenue, Stockton, California (May 24, 1994) to <br /> address additional soil investigation The workplan outlined the <br /> following <br /> • Location and purpose of soil borings at each former tank site, <br /> • Drilling and soil sampling methodologies, <br /> • Field screening methodology, and <br /> • Laboratory analytical methods <br /> Following the approval of the workplan by PHS/EHD, the additional <br /> characterization was performed in accordance with the workplan as <br /> summarized in this section <br /> Soil boring and sampling activities at Former Tank Sites #1 and #2 <br />' were conducted during two phases in September 1994 TEG of <br /> Sacramento, California, drilled borings and collected soil samples on <br /> September 9, 1994 at locations within the warehouse buildings at the <br />' two sites TEG attempted to drill the borings within the excavation <br /> footprints at each investigation site, however, the hydraulic push <br /> sampler could not penetrate the gravel backfill at the base of the former <br /> excavations, and the borings could not be completed Therefore, ERM <br /> contracted with Gregg Drilling and Testing, Inc , of Pacheco, California, <br /> to drill and sample the soils underlying the excavation footprints at <br />' 4-1 <br />
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