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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 BORING/WELL 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 /> m O X w LITHOLOGIC DESCRIPTION z WELL DIAGRAM y <br /> a U < u� C)v O O Q 1 <br /> I <br /> i 1 <br /> f � <br /> a <br /> { 14 <br /> 0 11 MW 35 35— Silty SAND(SM) Brown very stiff moist 25%silt 75% <br /> medium sand <br /> SM f <br /> k <br /> 9 <br /> 0 11 40- <br /> 15 <br /> —————————————————————— <br /> 425 k <br /> Portland Type <br /> I, IIII <br /> f s <br /> 0 ,s 45 SILT(ML) Grayish brown very stiff moist 80%silt <br /> 109/o fine sand 10%fine gravel no plasticity <br /> I <br /> f 12 <br /> 0 21 6dw7 50 50 SILT(ML) Grayish brown hard moist 5% clay 85% <br /> f 31 silt 5%fine sand 5%fine gravel no plasticity <br /> k <br /> I <br /> i <br /> 1 <br /> 18 <br /> 0 21 55 ML SILT(ML) Grayish brown hard moist 5%clay, 90% <br /> silt 5%fine sand no plasticity <br /> II � <br /> 20 <br /> b { <br /> ni {II <br /> F <br /> 0 501 60 SILT(ML) Grayish brown, hard, moist,90%silt 10% i <br /> a fine sand no plasticity <br /> 0 <br /> al 1 <br /> c� <br /> MI C <br /> 0 42 MW ss 65 SILT with Sand(SM), Dark brown,hard moist 85%silt, <br /> Y 15%fine sand no plasticity 1 <br /> I ------.._.... ----------------- Q 675 i <br /> --- <br /> I 1 <br /> of <br /> a_ <br /> O <br /> 12 <br /> J I <br /> 02 11 70 Poorly Graded SAND(SP) Brown dense wet 5%silt <br /> w <br /> 3 _ <br /> Cont7hued Nextage <br /> PAGE 2 OF 3 <br />
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