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ARCHIVED REPORTS_XR0003174
EnvironmentalHealth
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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
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EHD - Public
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PROJECT NO 08080-06-02 <br /> W BORING/WELL NO. 1w4_ <br /> WHW I j U)CA � DATE DRILLED_ 11/10/94_ ___ WATER LEVEL(ATD) WELL HEADSPACE <br /> C3 uJ J (Q!I CONSTRUCTION (PPM) <br /> C m J EQUIPMENT CME 75 DRILL RIG DRILLER WEST HAZMAT <br /> SOIL DESCRIPTION <br /> 80 W4-5 0 <br /> 26 0901 Hard, moist, yellowish-brown, fine Sandy CLAY (CL) <br /> �r 27 <br /> 1jl <br /> 28 <br /> 29 <br />' 30 39 W4-61 � , - - - - - - -- - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - 0 <br /> 31 0908 Dense, moist, yellowish brown, Silty, fine to medium <br /> SAND (SM) <br /> 32 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- <br /> 33 Very stiff, very moist, dark brown, fine Sandy CLAY <br /> (CL) - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - <br /> 34 <br /> Dense, moist, yellowish brown, Silty, fine to medium <br /> 35 SAND <br /> 62 W4-7 1 Very dense, moist, white/gray, fine to medium SAND 0 <br /> 36 0927 with low cohesion, rust mottles (SP) <br /> 37 <br /> 38 i SAND (SM) moist, white/gray, Silty, fine to medium <br /> - - - <br /> 40 71 W4-8 Very dense, moist, olive, Clayey, fine to medium 0 <br /> 41 0938 SAND with mica (SC) <br /> 42 <br />' 43 <br /> 44 <br /> ` -- - - - - - - - - - - - - - -- - - - - -- -- - - - - - - - - -- -- <br /> 45 48 W4-9 � 0 <br /> 46 0948 Dense, moist, white/gray, fine to medium SAND (SP) <br />' 47 u e <br /> - - - - - - - - - - - --- -- - -- - - ---- - - - - - - - -- -- 0 <br /> 48 �e <br /> D <br /> 49 <br /> %�� Dense, moist, light brown, Clayey, fine to medium a a <br />' % SAND (SC) °a e 017. <br /> 50 MW4- - - - -- - - - - -- - - -7 -- --- -- -- --- -- - - -- - - -- - 06 04 <br /> 10 <br /> 51 94 1005 Very,dense, moist, white/tan, fine to medium SAND p 06 <br /> with-rust mottles(SP)-- -- - -- - -- --- - - - - - - - - _ —°a. "a. <br /> 52 y Very hard, moist, rust-brown, fine to medium Sandy a Q <br /> 53 CLAY with rust mottling (CL) <br /> 54 - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- °4 °4 <br /> Figure A-18, log of Boring MW 4 Continued Next Page V 305SH <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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