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ARCHIVED REPORTS_XR0005607
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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9474
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3500 - Local Oversight Program
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PR0545623
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ARCHIVED REPORTS_XR0005607
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Last modified
11/19/2024 1:50:29 PM
Creation date
4/28/2020 3:21:32 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005607
RECORD_ID
PR0545623
PE
3528
FACILITY_ID
FA0004968
FACILITY_NAME
CHEVRON 96155 (INACT)
STREET_NUMBER
9474
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95205
APN
08515003
CURRENT_STATUS
02
SITE_LOCATION
9474 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Chevron U SA <br /> Page 20 � 'I <br /> On this date, the backfill operation was within approximately three feet of the <br /> final grade Dames & Moore indicated to California Petroleum that, once the <br /> backfilling was complete, the site was to be graded so that surface drainage would be <br /> conveyed towards the frontage road to the west, to minimize any possibility of <br /> drainage toward residences on the east <br /> On October 30, 1990, Mr, Michael Erwin of Dames & Moore met with Mr Harlan <br /> Knolls at the site for a final inspection. The San Joaquin County Health Department <br /> was satisfied with the condition and final grade of the site <br /> 5 3 Backfill and Compaction <br /> Soil aerated during the remediation process was replaced in the pit as compacted <br /> fill beginning on October 19, 1990. Fills were placed using a vibratory sheepsfoot <br /> roller The bottom photograph on Plate 2 shows the compaction effort in progress <br /> Compaction testing of the fill was performed by Twining Laboratories of Modesto, <br /> California. Specifications for compaction called for a minimum of 90% relative <br /> compaction based on the ASTM D-1557-78 test method for moisture content/density <br /> relationship Fills were tested at a maximum interval of 2 vertical feet A copy of <br /> Twining Laboratory's report is included in Appendix B <br /> 16000-250-044 <br /> DAMES & MooRE <br />
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