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ARCHIVED REPORTS_XR0003174
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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H
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HUTCHINS
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3500 - Local Oversight Program
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PR0545307
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ARCHIVED REPORTS_XR0003174
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Entry Properties
Last modified
2/11/2020 11:13:54 AM
Creation date
2/11/2020 9:06:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003174
RECORD_ID
PR0545307
PE
3528
FACILITY_ID
FA0000932
FACILITY_NAME
DOMINO'S #8588
STREET_NUMBER
305
Direction
S
STREET_NAME
HUTCHINS
STREET_TYPE
ST
City
LODI
Zip
95240
APN
03319020
CURRENT_STATUS
02
SITE_LOCATION
305 S HUTCHINS ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
Tags
EHD - Public
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..- <br /> PROJECT NO S8080-06-OIC <br /> cgg W o BORING/WELL NO. <br /> H ZW 0: \ J _ <br /> CL <br /> ©ALL z W a ¢ Z = DATE DRILLED-7L14/94 WATER LEVET, (ATD) WELL HEADSPACE <br /> CONSTRUCTION (PPM) <br /> 4 m J EQUIPMENT CME Tb DRILL RIG DRILLER JOHN/RALPH <br /> SOIL DESCRIPTION <br /> 21 GB3-4 �� Dense, moist, greenish gray, Clayey fine to medium 2 <br /> I, <br /> 0855 SAND (SC) <br /> 22 <br /> 23 <br /> ' 24 <br /> 25 f <br /> 26 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I <br /> 27 <br /> GB3-6 Dense, most to Wet, green, Clayey fine to coarse <br /> GB3-S .� SAND with a trace of gravel (SC) <br /> 2$ - - - - - - <br /> - - - - - - - - -- - - -- - - - - - - - - -- - -- - <br /> 0907 - - - 120 <br /> 29 Stiff, moist, pale olive, fine Sandy CLAY (CL) <br /> 30 - - - - - - - - - -- - - - - - -- - - - -- - - - - - - - - - - - - - - - <br /> 31 Dense, moist, pale olive, Clayey fine SAND (SC) <br /> 20 <br /> 32 <br /> ' 33 <br /> 34 - - -- - - - - - - - -- - - - - - - --- - - - - -- --- - - - - - - - <br /> n <br /> 35 Dense, wet, olive gray, fine Sandy SILT with clay <br /> (ML) <br /> 36 <br /> - <br /> 37 <br /> GB3-7 Dense, olive gray, Silty fine SAND (SM) - - <br /> 3$ GB3-8 J - -- --- -- - - --- - - -- - -- - - - - - - - - - - - - - - - - - <br /> 0925 <br /> - Medium dense, damp, white with orange staining, fine 3 <br /> 39 <br />' to medium SAND (SP) <br /> 40 <br /> 41 " - - -_�- r-_�- - - - - - - - -- - -- - - - -- - - - - - - -- - - - - <br /> 42 <br /> - - - - - -- - -- - - - -- - - - - - - -- - - - -42 Hard, moist, olive gray, fine Sandy CLAY (CL) <br /> GB3-9 2 <br /> 43 0935 <br /> F 7- k <br /> B3-10 <br /> Figure A-8, log of Boring GB 3 Continued Next Page NUTST <br /> NOTE. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND <br /> AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. <br />
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