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ARCHIVED REPORTS XR0001825
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3500 - Local Oversight Program
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PR0544510
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ARCHIVED REPORTS XR0001825
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Last modified
5/31/2019 2:44:10 PM
Creation date
5/31/2019 2:28:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001825
RECORD_ID
PR0544510
PE
3528
FACILITY_ID
FA0002715
FACILITY_NAME
NEWARK RECYCLED FIBERS
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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December 22, 1998 <br /> 41017 002 Harding Lawson Associates <br /> Mr Michael Kith <br /> ' PHS/EHD <br /> Page 9 <br /> ' excavation, continued carefully from 1 0 to 15 feet vertically and 2 to 3 feet laterally Overexcavation on the <br /> northeast side of the excavation, continued from 1 5 to 2 0 feet vertically and 2 to 3 feet laterally Groundwater <br /> was not encountered <br /> ' On July 21, 1998, Mr Knoll of the Site Mitigation Group arrived for the final round of confirmation sampling <br /> Samples T-17 through T-20 were collected along the ditch in the northwest side of the excavation and samples <br /> ' T-21 through T-23 were collected along the ditch in the northeast side of the excavation On the northwest, <br /> samples T-17, T-18, and T-19 were collected to constrain the lateral extent and sample T-20 was collected to <br /> constrain the vertical extent of impacted soil On the northeast, samples T-21 and T-22 were collected to <br />' constrain the Iateral extent and sample T-23 was collected to constrain the vertical extent of impacted soil <br /> Plate 4 shows TPHd and TPHmo concentrations of soils remaining in place following the final phase of <br /> ' excavation None of the samples shown in Plate 4 contained detectable concentrations of BTEX above normal <br /> method reporting limits Impacted soils remain in two locations The analytical data on confirmation samples <br /> from these two areas are adequate to determine both the vertical and lateral extent of impacted soils To <br /> ' assess/determine whether the remaining TPHd-and TPHmo-impacted soils pose a potential threat to <br /> groundwater quality, selected samples (T-18, T19, and T-20) were analyzed for the soluble fractions of TPHd <br /> and TPHmo Soil types of these and other samples collected were similar consisting of borderline silty <br /> clay/clayey silt The results show that none of these samples contained detectable soluble TPHd or TPHmo and <br /> therefore do not pose a potential threat to groundwater quality <br /> Additional soluble data are provided by soluble analyses of samples T-8, T-9, and T-12 The results of these <br /> analyses also indicated that soluble TPHd and TPHmo were not detectable in the leachate from these samples <br /> The soluble data from these six samples (T-8, T-9, T-12, T-18, T19, and T-20) provide an empirical data set <br /> of total concentrations versus soluble concentrations for the site This data set indicates that TPHd <br /> ' concentrations ranging from 230 to 8,100 mg/kg did not contain detectable concentrations of soluble TPHd, <br /> and TPHmo concentrations ranging from 540 to 9,600 mg/kg did not contain detectable concentrations of <br /> soluble TPHmo <br /> ' Based on these data, approximately 25 cubic yards of the stockpile around samples location SP-4, and 25 cubic <br /> yards around location SP-I were utilized as backfill material Approximately 25 cubic yards of soil around <br /> sample location SP-2 were disposed of offsite This was a conservative approach used because of the higher <br /> concentrations detected in SP-2 (540 mg/kg TPHd and 2,000 mg/kg TPHmo) and apparently higher sand <br /> contents in the soils near SP-4 In addition, approximately 25 cubic yards of soil around sample location SP-3 <br /> (nondetect for TPHd and TPHmo) were utilized as backfill material <br /> BACKFILL, COMPACTION, AND DISPOSAL ACTIVITIES <br /> After receipt of the analytical results, backfilling the excavation with clean imported fill (and the 75 cubic yards <br /> of the stockpiled soils which were not disposed of offsite) proceeded in lifts approximately one foot thick Lifts <br /> ' were compacted mainly with the track-mounted excavator The backfill process continued in lifts until the <br /> excavation was filled to approximately 0 25 to 0 5 feet above grade This was done to avoid potential ponding <br /> of rainwater over the area of the former excavation <br /> ' r, <br />
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