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ARCHIVED REPORTS_XR0012697
Environmental Health - Public
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EHD Program Facility Records by Street Name
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FREMONT
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2900 - Site Mitigation Program
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PR0011061
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ARCHIVED REPORTS_XR0012697
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Last modified
1/9/2020 2:23:55 PM
Creation date
1/9/2020 2:11:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012697
RECORD_ID
PR0011061
PE
2951
FACILITY_ID
FA0004656
FACILITY_NAME
NOR CAL BEVERAGE
STREET_NUMBER
1800
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
15307048
CURRENT_STATUS
01
SITE_LOCATION
1800 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i ' t <br /> g <br /> LOG OF EXPLORATORY BORING <br /> PROJECT NUMBER G11S-01.01 BORING NO. MW L <br /> PROJECT NAIAE Nor-Cal Beverage company,Inc. PAGE 2 OF 4 <br /> BY 1).Buchanan DATE 5125/91 SURFACE ELEV. -20 ft. <br /> Recovery PID Penetra- O N LITHO- WELL <br /> ' Reading clan :3 F� GRAPHIC DESCRIPTION DETAEL <br /> R GC CDLVF4f . <br /> (ft/ft) (ppa+l (bixa/ft} 539 CM rA <br /> t; 1.511.5 10.4 SAND(SP)(continued) <br /> 25 <br /> 1.211.5 66.4 25 @ 25':Dark grayish brown(2.5Y,4/2);no <br /> product odor. <br /> 19 CLAYEY SAND(SC)AND SAND(SP)- <br /> W1ER19EDDED,85115,olive gray(5Y.4/2); <br /> _ caliche abundant very dense;damp:no product <br /> odor. <br /> CLAYEY SAND:15-20%low plasticity fines; <br /> "^ 804596 fine angular sand,quartz,nice dark <br /> grains. <br /> 30 SAND:5-15%fines;85-95%fine angular sand, i. <br /> 1.411.5 8.6 quartz,am dark grains. <br /> I <br /> 56 @ 30%Occasional Iens with 5-10%fines;very ' <br /> dense:damp-,no product odor. <br /> 1.101.5 253 35 @ 35':Yellowish brown(10YR,416)with gray <br /> (5Y,511)mottling;iron oxide staining abundant <br /> 46 dense;damp;no product odor. <br /> _40- <br /> �€ <br /> _ REMARKS <br /> Sail boring was drilled using 8-inch diaMOW beilow-seem auger drilling eWuipmem and sampled vibb. <br /> —' modified-C"omis split-spoao wmpim See attached well devils for well O=Lruction in[ormuiar. <br /> E N <br /> ASSOCIATES - - - <br />
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