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ARCHIVED REPORTS_REMEDIAL INVESTIGATION REPORT 2000
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ARCHIVED REPORTS_REMEDIAL INVESTIGATION REPORT 2000
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Last modified
2/13/2020 8:47:33 PM
Creation date
2/13/2020 2:23:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
REMEDIAL INVESTIGATION REPORT 2000
RECORD_ID
PR0009302
PE
2960
FACILITY_ID
FA0004002
FACILITY_NAME
MORTON-ALCO
STREET_NUMBER
55
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13737004
CURRENT_STATUS
01
SITE_LOCATION
55 S LINCOLN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Report S000nd phase Subsurface[nves iption <br /> City of Stnelaon,Banner Lland, Stockton,CA <br /> May 20, 1992 <br /> W06M.1D <br /> t <br /> investigation and were sampled for Title 22 Metals and volatile organics. The results of the <br /> sampling events at the adjacent sites are discussed in Section 6.2.1. <br /> 4.0 FIELD WORK <br /> 4.1 Drilling/Soil Samoling Description <br /> On March 9 through 13, 1992, seven soil borings (BI-MW-3 through BI-MW-9)were advanced <br /> in the area where the ship building/metal fabrication activities were conducted (Figure 5). The <br /> borings were drilled to a depth of approximately 38 feet below grade, with the exception of <br /> boring BI-MW-3, which was drilled to a depth of approximately 37 feet below grade. All drill <br /> cuttings were placed on plastic sheeting, covered with same, and stored on-site, pending <br /> laboratory analysis. Drilling augers were steam-cleaned before drilling each borehole to avoid <br /> cross-contamination. Water used to clean the augers after drilling each boring was collected and <br /> stored in 55-gallon drums approved for hazardous liquid storage, pending laboratory analysis. <br /> Drilling was conducted by Spectrum Exploration, using a hollow-stem auger drill rig. A field <br /> geologist was present to log all drill cuttings and soil samples utilizing the Unified Soil <br /> Classification System. Descriptions of soil types encountered, sample collection intervals, and <br /> well construction details were recorded on boring/well logs and are included in Appendix B. <br /> Cored soil samples were collected above and below the water table at 5-foot intervals, to total <br /> depth of the boring, and in accordance with the site Soil Sampling Protocol (Appendix A). The <br /> soil samples collected at five feet below grade in each boring were submitted for laboratory <br /> analysis. <br /> The earth materials encountered at the site during this investigation consisted of mostly silts and <br /> clays with sand lenses (Appendix C, Boring/Well Logs). Groundwater was first encountered <br /> in the borings at depths ranging from approximately 25 to 27 feet below ground surface. <br /> R04Mzsnr 7 <br />
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