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COMPLIANCE INFO_1997-2002
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231554
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COMPLIANCE INFO_1997-2002
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Last modified
4/28/2021 4:00:13 PM
Creation date
6/3/2020 9:50:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1997-2002
RECORD_ID
PR0231554
PE
2361
FACILITY_ID
FA0005678
FACILITY_NAME
LATHROP SHELL
STREET_NUMBER
16500
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
CURRENT_STATUS
01
SITE_LOCATION
16500 S HARLAN RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\UST\UST_2361_PR0231554_16500 S HARLAN_1997-2002.tif
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EHD - Public
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Testing Engineers, Inc. <br />PROJECT NO: 34741 <br />PROJECT NAME: Gettler & Ryan, <br />Misc. B.P. Station <br />@ I-5 Job#9267.01 <br />DATE: 6-3-97 <br />HOURS: 8 <br />INSPECTOR: Singleton <br />v <br />TYPE OF INSPECTION <br />Nuclear Density <br />Quality Assurance Services <br />Materials Consulting <br />Since 1954 <br />PLACE OF INSPECTION <br />Jobsite <br />WORK REQUEST: DV783 i ZONE: <br />Reported to: Mike O'Sullivan Company: Gettler & Ryan <br />Feature: Waste Oil Excavation Pad Backfill <br />Field Test Procedure: ASTM D2922 & D3017 Lab Test Procedure: ASTM D1557 <br />MATERIAL DESCRIPTION <br />—MOIST. <br />—MAX. <br />DENSITY <br />LAB REF. # <br />1. <br />Class 2 AB <br />6.0% <br />141.1. <br />pcf <br />* <br />Curve supplied by <br />Gettler & Ryan <br />F I E L D T E S T R <br />E S U L <br />T.S <br />Curve <br />Field <br />.. Field <br />Rel. <br />Proj. <br />Location <br />Elev. No. <br />Dens. <br />Moist. <br />Comp. <br />Spec. <br />pcf <br />% <br />1. <br />8x8 waste oil pit <br />behind B.P. <br />Station <br />-5.01FG <br />1 <br />129.7 <br />7.4 <br />92 <br />90 <br />2. <br />rr <br />if —4.01FG <br />1 <br />130.3 <br />8.3 <br />92 <br />90 <br />3. <br />It <br />11-3.01FG <br />1 <br />127.7 <br />7.8 <br />91 <br />90 <br />4. <br />11 <br />it -2.01FG <br />1 <br />129.6 <br />8.5 <br />92 <br />90 <br />5. <br />P1 <br />it -0.51FG <br />1 <br />130.6 <br />7.1 <br />93 <br />90 <br />s• e e s s e s e s e e•• a s s e• e• e e e• e e e• e®• s♦• e e s e s e e a s s e s• e e• e e e•• s e e e e s e a••• e s s e e e e e a e• e <br />NOTE: Test results constitute the reporting of factual information derived <br />from test(s) made by our laboratory following prescribed procedures. <br />These test results should not be considered as an engineering opinion <br />with respect thereto. <br />Reviewed by . <br />Terry 3erations <br />Chiccino, Soils/Asphalt <br />Field Manager <br />2cc: Gettler & Ryan <br />Corporate Office - 2811 Adeline Street, Oakland, California 94608 - (510) 835-3142 - FAX (510) 834-3777 <br />South/West Bay - 2123 Bering Drive, Suite E - San Jose, California 95131 - (408) 451-2420 - FAX (408) 451-2425 <br />East/North Bay - 827 Arnold Drive, Bay 4 - Martinez, California 94553 - (510) 370-7000 - FAX (510) 229-2951 <br />
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