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2900 - Site Mitigation Program
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PR0523834
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Last modified
2/6/2019 1:16:02 PM
Creation date
2/6/2019 1:08:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0523834
PE
2950
FACILITY_ID
FA0016052
FACILITY_NAME
RE SERVICE CO
STREET_NUMBER
500
Direction
S
STREET_NAME
BECKMAN
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04925081
CURRENT_STATUS
02
SITE_LOCATION
500 S BECKMAN RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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i • /act On <br /> 2.5 EQUIPMENT DECONTAMINATION <br /> 1 Clayton replaced new plastic liners in the core barrel prior to each sampling interval. All <br /> down-hole equipment was either steam cleaned or washed in a solution of non-phosphate <br /> detergent and double rinsed with tap water after each use. <br /> 2.6 SOIL BORING ABANDONMENT <br /> iAll soil borings were sealed and abandoned using a neat cement grout. Upon completion <br /> of grouting the surface was repaired to its pre-existing condition. <br /> 2.7 WASTE DISPOSAL <br /> The soil cuttings generated during the subsurface soil and groundwater investigation were <br /> contained in two 5-gallon plastic buckets. The buckets were sealed, labeled and stored <br /> on-site for future disposal pending receipt of analytical results. <br /> 3.0 INVESTIGATION FINDINGS <br /> Clayton evaluated the data generated during this investigation. Our findings are <br /> summarized in the following subsections. <br /> 3.1 SOIL BORING OBSERVATIONS <br /> hi general, soils encountered in the soil borings consisted of up to six inches of concrete <br /> or asphalt underlain by 0.5 to 1.5 feet of base rock gravel fill material. A sandy silt unit <br /> was found below the fill material extending to approximate depths of 3 to 6 feet below <br /> ground surface(bgs). Unconsolidated units of clayey silt, silty sand and/or sand were <br /> found to exist below the sandy silt unit and extended to a maximum depth of 16 feet bgs. <br /> Additionally,pea gravel fill material was encountered in soil borings SB-6 and SB-7 at <br /> approximate depths of 10 to 13 feet bgs. Moist to wet soil conditions were not <br /> encountered during this Phase H ESA. Clayton did not observe any evidence of <br /> contaminated soil (e.g., discoloration, odors) in the seven borings advanced during this <br /> limited investigation. No significant organic vapors were detected in the field with the <br /> ' OVA during this investigation. Boring logs for this investigation are presented in <br /> Appendix A. <br /> 3.2 SOIL ANALYTICAL RESULTS <br /> A total of 7 soil samples were submitted for chemical analysis. One soil sample was <br /> submitted from each boring for analytical testing as outlined in Section 2.4. Summaries <br /> of the soil analytical results are provided on Table 1. Copies of the analytical laboratory <br /> reports are presented in Appendix B. The following is a summary of the soil analytical <br /> results. <br /> PQ.SAES\PR0lECT5 Wn05628 RE Smi.Company\Phase 11 ESA.d.c 4 <br />
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