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ARCHIVED REPORTS XR0008942
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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VICTOR
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2900 - Site Mitigation Program
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PR0503634
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ARCHIVED REPORTS XR0008942
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Entry Properties
Last modified
5/7/2019 4:57:13 PM
Creation date
5/7/2019 4:25:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008942
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 5900 Hollis Street, SULte A <br /> Emeryville,CA 94608 <br /> Telephone 510-420-0700 <br /> Fax 510-420-9170 <br /> CLIENT NAME Shell Oil Products US BORINGfWELL NAME MW-15 <br /> JOBISITE NAME Former Shell Service Station 1 Econo Gas DRILLING STARTED 28-Nov-05 <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 29-Nov-05 <br /> Continued from Previous Page <br /> p F 0 <br /> aCL5 Z -j w a. 0 U 0.C7 WELL DIAGRAM <br /> O a s p LITHOLOGIC DESCRIPTION Z= <br /> a a mo ¢ o �� OQ <br /> W <br /> 25 <br /> 0 50lB Mwis SILT with sand(ML),light brown dry 10%clay,75% <br /> 40 silt, 15%sand low plasticity,hard <br /> 425 <br /> Portland Type <br /> ss EIII <br /> 0 27SmSilty SAN (SM), brown,dry,5%clay 30%silt,65% <br /> 31 9- 45 sand,no plasticity,very dense <br /> 465 <br /> 50157 SP Poorly graded SAND with silt(SP-SM),dark brown dry, <br /> 50 SM 10%silt,90%sand,no plasticity,very dense <br /> — ------------ ------------- 515 <br /> 17 <br /> 0 38 ^^X15 Silty SAND(SM) light brown,dry,5%clay,35%silt, <br /> 55 <br /> %sand no plasticity,very dense <br /> SM <br /> 1s <br /> 37 Silty SAND(SM),light brown,wet,5%clay 10%silt <br /> 60 85%sand,no plasticity,very dense <br /> a — ....-------------------------- 620 <br /> LU <br /> a <br /> a 10 <br /> 0 25 <br /> 36 <br /> 65 SP graded SAND with sdt(SP-SM) light brown,wet, <br /> SM <br /> 10%silt 90%sand,no plasticity,very dense <br /> z <br /> o — --------------------------- <br /> 670 <br /> U <br /> 7 <br /> 17 <br /> s 5028 Sandy Sl (ML), brown, moist to wet 5%clay 65%silt <br /> 0 0 70 30%sand,no plasticity,hard <br /> c� <br /> ML <br /> 0. <br /> c� 17 SILT with Sand(ML),brown moist to wet 5%clay,75% <br /> 0 0 $015 silt,20%sand,no plasticity hard <br /> -, 75 <br /> Continued Next Page PAGE 2 0F 3 <br />
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