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ARCHIVED REPORTS_XR0009116
EnvironmentalHealth
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3500 - Local Oversight Program
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ARCHIVED REPORTS_XR0009116
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Last modified
5/6/2020 3:58:16 PM
Creation date
5/6/2020 3:37:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009116
RECORD_ID
PR0545652
PE
3528
FACILITY_ID
FA0003638
FACILITY_NAME
JEMCO VENETIAN CARDLOCK
STREET_NUMBER
4555
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11017001
CURRENT_STATUS
02
SITE_LOCATION
4555 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Field Observations and Spot Compaction Tenting Services BSK Job No. P93135.5 <br /> Venetian Shopping Center June 23, 1993 <br /> Rose Marie Lane Enc. 1, Page 1 <br /> Stockton, California <br /> riod Covered: 06/16/93 through 06/18/93 <br /> SUMMARY OF FIELD ACTIVITIES <br />' ACTIVITIES: Observed backfill of the 110 x 16 x 12 foot deep tank excavation. <br /> The excavation was backfilled with "pea gravel" type material to <br /> within 1 to 1 .5 feet below finish grade. <br /> Obtained a sample of Class 2 aggregate base material and transported <br />' it to our laboratory for a moisture/density curve determination. <br />' TECHNICIAN: C. McCarty WORK PERFORMED ON: Wednesday, 06/16/93 <br /> IME: 8 Hours FIELD REPRESENTATIVE: R. Reese <br /> T: 2 Hours <br /> SUMMARY OF LABORATORY COMPACTION DATA <br />' Test: Moisture/Density Curve Determination <br /> Method: ASTM D-1557 (6" Mold) <br /> Date Sampled: June 16, 1993 <br /> Sample Location: Top 1 .0 to 1.5 feet of Tank Excavation <br />' Backfill <br /> Material Description: Class 2 Aggregate Base <br /> Maximum Dry Density: 140. 0 p.c.f. <br />' Optimum Moisture: 6 .5 percent <br />' &Associates <br />
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