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ARCHIVED REPORTS_FIELD NOTES AND PERMITS THROUGH 4_4_1997
Environmental Health - Public
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ARCHIVED REPORTS_FIELD NOTES AND PERMITS THROUGH 4_4_1997
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Last modified
3/31/2020 3:13:51 PM
Creation date
3/31/2020 2:24:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
FIELD NOTES AND PERMITS THROUGH 4_4_1997
RECORD_ID
PR0506203
PE
2960
FACILITY_ID
FA0007271
FACILITY_NAME
LINCOLN CNTR ENV REMEDIATION TRUST
STREET_NUMBER
0
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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06/14/87 13:23 0312 877 2561 ZHGM CHICAGO ,. ,�J003 <br /> • <br /> ZEVNIK HORTON GUIBORD & MCGOVERN <br /> Donald T. Bradshaw, R.G. <br /> Levine•FrickeelZecon Inc. <br /> August 14, 1997 <br /> Page 2 <br /> LPL has also noted that LFR has suggested that the San Joaquin County Public <br /> Health Services/Environmental Health Division("SJC PHS/EHD") may request that TYR grout the <br /> CPT/PIPP borings after 8:00 a.m. To the extent that this may be required,LFR should minimize the <br /> impact on Lincoln Center by maintaining only those support vehicles necessary to complete the <br /> grouting. It is LPL's understanding that only one support vehicle is needed to perform the grouting <br /> activities. <br /> LPL has the following comments with respect to the proposed CPT/PIPP procedures <br /> set forth in LFR's August 8, 1997 correspondence. At least one groundwater sample and pore <br /> pressure dissipation test should be conducted in the shallow saturated interval in the proposed boring <br /> (35 to 50 ft bgs). In prior Phase T IRA CPT/PIPP investigations, no groundwater samples were <br /> collected from the center of the plume in the shallowest water-bearing zone. Groundwater quality <br /> data from this shallow zone, along with information on the water table depth, are critical to an <br /> adequate understanding of the nature and.extent of contaminationintended to be controlled by the <br /> Phase I IRA remediation system. <br /> LFR stated in paragraph two of its August 8, 1997 correspondence that "if a <br /> permeable sand layer is present at or near 110 feet bgs, the boring may be continued until the base <br /> of the permeable layer is encountered and an underlying low permeability layer is identified..." <br /> (emphasis added). LPL believes that the boring should be continued until the specified conditions <br /> are met. This will allow the cxtcnt�of the more permeable,layers beneath Lincoln Center to be more <br /> accurately defined, a <br /> jn <br /> LFR stated in paragraph four of its August 8„1997;correspondence that"tests [pore <br /> pressure dissipation] will be run until excessive pore pressures appear to have dissipated and quasi- <br /> static pressure conditions have been reached, or a maximum of 30 minutes have passed (emphasis <br /> added]." LPL believes that these tests should be run until a minimum of 30 minutes have passed, <br /> if quasi-static pressure conditions are not reached prior to_ ,shat time. <br /> The grant of accessleontained herein is conditioned,upon the understanding that the <br /> work to be conducted will proceed,with all deliberate,haste, while simultaneously observing the <br /> requirement contained in the Permanent Injuncdon,and the First Final Consent Decree that the <br /> Settling Dry Cleaning Defendants ("SDCDs"),must, to;the,maximum extent practicable, not <br /> interfere with the operation of Lincoln Center or with the operation of the business of any tenant <br /> of Lincoln Center. <br /> In conclusion, LPL is granting the SDCDs access for these activities as an <br /> accommodation to the Special Master, in spite of the fact that the Special Master has not <br /> determined that the SDCDs are, in full compliance with the insurance requirements of the <br /> Permanent Injunction and the First Final, Consent Decree. In the event that the Special Master <br /> AUG 14 197 11:26 312 977 2561 PAGE.03 <br />
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