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2900 - Site Mitigation Program
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PR0506634
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Last modified
3/13/2020 11:36:35 AM
Creation date
3/13/2020 9:57:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0506634
PE
2950
FACILITY_ID
FA0007558
FACILITY_NAME
BANK OF AMERICA
STREET_NUMBER
234
Direction
W
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
25927501
CURRENT_STATUS
02
SITE_LOCATION
234 W MAIN ST
P_LOCATION
05
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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ILIFers"fulINC. <br /> 2.2 Permitting <br /> A SJCEHD drilling permit and a City of Ripon Encroachment permit were required prior <br /> to conducting this investigation. A copy of the drilling and encroachment permits are included in <br /> Appendix B. To ensure that underground utilities at the Site were not disturbed by Site <br /> activities, Versar contacted Underground Service Alert (USA), as required by law, and <br /> contracted California Utility Surveyors to locate potentially unmarked underground utilities at <br /> the Site. <br /> 2.3 Site Health and Safety Procedures <br /> A designated Site Safety Officer was appointed for the field investigation. The officer <br /> was responsible for adherence to the Site Health and Safety Plan and was present during drilling <br /> and sampling operations. A copy of the signed Health and Safety Attendance Form is included <br /> as Appendix C. <br /> 2.4 Observation of Field Work <br /> The field investigation was conducted on August 6, 1997. This work was observed in the <br /> field by representatives of both B of A and Bank of Stockton. B of A was represented by Ms. <br /> Donna DiRocco with B of A's Environmental Services unit, and Bank of Stockton was <br /> represented by Mr. John Elliott III, with Henshaw Associates, Inc. Neither representative <br /> requested portions of any soil and groundwater samples that were taken(i.e., no split samples). <br /> 2.5 Drilling Procedures <br /> Six boreholes were drilled by pushing a two-inch diameter drilling rod utilizing a truck- <br /> mounted Geoprobe 5400 drilling rig. This drilling method was selected over the use of hollow- <br /> stem augers to minimize the volume of soil cuttings generated. A sampler attached to the end of <br /> the drilling rod was used to collect an undisturbed soil sample in polyethylene tubing inside the <br /> sampler. The drilling rod and sampler were then removed from the borehole, the sampler <br /> removed and replaced with a clean sampler, and the drilling rod was pushed down the existing <br /> hole to the next desired sampling depth. Boring logs are presented in Appendix D. Borehole <br /> locations are presented in Figure 2. <br /> Drilling and sampling equipment was either new or was thoroughly cleaned prior to <br /> introduction to the Site, and between boreholes. Decontamination of sampling equipment <br /> comprised washing with laboratory-grade, non-phosphate detergent (i.e., Alconox®); double <br /> rinse in tap water; and final rinse in distilled water. Equipment was allowed to air-dry. <br /> In order to assess if cross-contamination occurred at the Site, three equipment blanks <br /> were collected. One equipment blank was collected from drilling equipment prior to use at the <br /> -98/3622-50 1/Sep04'97 3 <br />
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