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ARCHIVED REPORTS_XR0008405
Environmental Health - Public
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EHD Program Facility Records by Street Name
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W
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WATERLOO
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4315
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3500 - Local Oversight Program
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PR0545859
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ARCHIVED REPORTS_XR0008405
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Entry Properties
Last modified
6/3/2020 5:12:37 PM
Creation date
8/15/2019 11:39:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008405
RECORD_ID
PR0545859
PE
3528
FACILITY_ID
FA0003831
FACILITY_NAME
WATERLOO FOODMART
STREET_NUMBER
4315
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215-2305
APN
08710034
CURRENT_STATUS
02
SITE_LOCATION
4315 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Cambria Environmental Technology, Inc BORINGIWELL LOG <br /> 5900 Hollis Street, Suite A <br /> Emeryville, CA 94608 <br /> Telephone 510-420-0700 <br /> Fax 510-420-9170 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-7 <br /> JOB/SITE NAME Independent Shell-branded Service Station DRILLING STARTED 15-Dec-05 <br /> LOCATION 4315 Waterloo Road, Stockton,CA DRILLING COMPLETED 15-Dec-05 <br /> Continued from Previous Page <br /> rn <br /> I <br /> E F- <br /> = cn U U 2 <br /> a m Q CL F- Q U a-p LITHOLOGIC DESCRIPTION z y WELL DIAGRAM f <br /> Oa <br /> W w <br /> N UD <br /> 95%tine sand <br /> SP <br /> I <br /> 14 <br /> 11 <br /> 75 <br /> 17 Poorly Graded SAND with Gravel (SP), Dark brown <br /> 0 dense wet 85%fine sand, 15%fine to coarse gravel <br /> --- 775 <br /> m <br /> 6 4 Ill Silty SM Silty SAND with Gravel(SM), Brown medium dense <br /> wet 25%silt 80%fine sand, 15%fine gravel <br /> 825 <br /> 11 <br /> I , <br /> 0 21 85 SW Well graded SAND with Grave I(SW) Brown dense <br /> wet 5%silt 80%fine to coarse sand 15%fine gravel <br /> 87 5 Bentonite Seal <br /> i <br /> 0 2190 SILT(ML) Dark brown hard moist, 10%clay,90%silt <br /> 34 ML no plasticity <br /> Monterey <br /> Sand#2/12 <br /> 4"-diam i <br /> SILT(ML) Dark brown hard, moist 25%clay 75%silt 0 010'Slotted <br /> 17 low plasticity Schedule 40 <br /> PVC <br /> 0 21 Mw7 aas 95 -- ---_ _ _ -- ------------- 950 Bottom of <br /> Boring @ 95 <br /> fb9 <br /> ❑ <br /> J <br /> 7 <br /> d <br /> LL <br /> W <br /> a <br /> U } <br /> _M <br /> G <br /> Z II <br /> C7 i <br /> rs <br /> H <br /> x <br /> U <br /> E <br /> s <br /> 4 <br /> o <br /> J <br /> W <br /> PAGE 3OF3 <br />
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