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ARCHIVED REPORTS_MONITORING WELL M-10 INVESTIGATION REPORT 2010
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ARCHIVED REPORTS_MONITORING WELL M-10 INVESTIGATION REPORT 2010
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Last modified
2/5/2020 2:25:16 PM
Creation date
2/5/2020 10:49:05 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
MONITORING WELL M-10 INVESTIGATION REPORT 2010
RECORD_ID
PR0009051
PE
2960
FACILITY_ID
FA0000649
FACILITY_NAME
FORMER NESTLE USA INC FACILITY
STREET_NUMBER
230
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
RIPON
Zip
95366
APN
25938001
CURRENT_STATUS
01
SITE_LOCATION
230 INDUSTRIAL DR
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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M-10A Investigation Report November 30, 2010 <br /> Nestle USA, Inc., Ripon, California <br /> Corporation (TestAmerica) for laboratory analysis on an expedited turn-around time for <br /> volatile organic compounds (VOCs), in accordance with Environmental Protection <br /> Agency (EPA) Method 8260B. <br /> 3.4 DECONTAMINATION <br /> After each use, all drive rods and other reusable components were cleaned to prevent <br /> cross contamination. The drillers cleaned all reusable equipment with a non-phosphate <br /> detergent and used a steam cleaner as a final rinse. Only clean drill rod was used in <br /> each boring. <br /> 3.5 INVESTIGATION DERIVED WASTE <br /> CPT drilling does not produce any soil waste. Minimal wastewater was produced during <br /> decontamination procedures and sampling procedures. ECM drummed all wastewater <br /> for treatment through the on-site carbon treatment system prior to discharge to the City <br /> of Ripon sewer system. <br /> 4 INVESTIGATION RESULTS <br /> ECM commenced drilling and sampling work on September 15, 2010 and completed the <br /> work on October 1, 2010. ECM completed subsurface lithology and groundwater <br /> investigation activities at 14 CPT boring locations, collecting a total of 41 groundwater <br /> grab samples for VOC analysis. All samples were collected from depths between 58 <br /> feet bgs and 110 feet bgs, varying at each boring location. <br /> 4.1 BOREHOLE LITHOLOGY <br /> During the field investigation, ECM personnel inspected the field CPT logs and created <br /> geologic cross-sections (Figure 4, Figure 5, and Figure 6) to identify coarse-grained <br /> transmissive intervals for groundwater sample collection. ECM observed coarse-grained <br /> units to be generally continuous between about 30 and 40 feet bgs, 50 and 75 feet bgs, <br /> and 80 and 115 feet bgs. <br /> The shallow lithology from 0 to 50 feet bgs consisted of interbedded sands, silts, and <br /> clays characteristic of river channel and flood plain deposits. Below this, from 50 feet <br /> bgs to the total investigation depth of 120 feet bgs, discontinuous lenticular clays and silt <br /> lenses interbedded with sands and sand-rich silts and clays were observed, and these <br /> soil types have been interpreted as fluvial and alluvial fan deposits. The geologic cross <br /> sections presented in Figure 4, Figure 5, and Figure 6, illustrate how the lithology is <br /> highly heterogeneous and likely interconnected. An interpretation of the lithology and <br /> the concentrations observed at specific depth intervals is provided in Section 5. The <br /> boring logs for the CPT boreholes are included in Appendix B. <br /> 4.2 LABORATORY RESULTS <br /> TestAmerica, a California-certified environmental laboratory, analyzed the groundwater <br /> samples for volatile organic compounds (VOCs) in accordance with EPA Method 8260B. <br /> The laboratory results are summarized in Table 1 and the reports are included in <br /> Appendix C. <br /> 6 <br />
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