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ARCHIVED REPORTS_DRYWELL CLOSURE AND INVESTIGATION
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ARCHIVED REPORTS_DRYWELL CLOSURE AND INVESTIGATION
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Entry Properties
Last modified
2/6/2020 10:55:54 AM
Creation date
2/6/2020 9:25:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
DRYWELL CLOSURE AND INVESTIGATION
RECORD_ID
PR0538738
PE
2950
FACILITY_ID
FA0022243
FACILITY_NAME
NEIL O ANDERSON & ASSOC INC
STREET_NUMBER
902
STREET_NAME
INDUSTRIAL
STREET_TYPE
WAY
City
LODI
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
902 INDUSTRIAL WAY
QC Status
Approved
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EHD - Public
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LOG OF BORING <br /> 902 Industrial Way <br /> NEIL O. ANDERSON Lodi,CA 95240 DW-1 <br /> '044 A N D A S S O C I A T E S (209)367-3701 Fax:(209)333-8303 PLATE 4 <br /> PROJECT NUMBER: LZV140001 DATE DRILLED: 03/28/2014 <br /> ' PROJECT NAME: NOA Drywell Closure GROUND SURFACE ELEVATION: 61 Feet <br /> LOCATION: 902 Industrial Way, Lodi,CA 95240 ELEVATION REFERENCE: Google Earth <br /> DRILLING METHOD: CME-75 truck mounted drill rig with 8-inch hollow stem augers <br /> Laboratory Data <br /> 0 t �1 'ti x ' 1 <br /> o Soil Lithology Description3 0 u° o E N v <br /> IY $ T c 3 z Notes <br /> pNOTE: The stratification lines shown represent approximate 'o E '- m o -M 'u• z° S a <br /> boundary between soil/rock units which have been located co ,� E �, J c c n: <br /> via geotechnical investigation. Boundaries may be gradual. N o a <br /> 51 <br /> :I':I::I 4 <br /> :;I::I:,1 SM: Sand,silty,brown,fine,moist,dense CM 9 31 <br /> 22 <br /> P:h:h <br /> P:P:I <br /> 53 <br /> :I:I <br /> 4r:1':t <br /> 54 <br /> SP:Sand,poorly graded,clean,yellowish brown,coarse, <br /> 55 moist,very dense 14 <br /> CM 25/5„ 50+ <br /> 56 <br /> ' 57 <br /> 58 <br /> ' S9 <br /> SC: Sand,clayey, brownish gray,medium,moist,very dense <br /> :. <br /> 60 '\ 6 <br /> CM 24 50+ <br /> 81 38 <br /> • SP:Sand,poorly graded,clean,gray,coarse,moist,very <br /> 62 dense <br /> 63 <br /> 64 <br /> P:I <br /> SM:Sand,silty,dark gray,fine,wet,dense <br /> 65 ':r:rr:r:l:l 4 <br /> : 4 <br /> 'd':F:I CM 9 33 Perched <br /> 66-: ::FA 24 Groundwater <br /> P:r:P <br /> P:P:I <br /> 67 :TT:I <br /> I:I':I <br /> 68-:.!:;!:.!:I::I1 <br /> P:II <br /> TI::l <br /> 69- 'V+:1''1:+. <br /> ':P:P: <br /> ' <br /> 70 :. :Tl SO <br /> Unsaturated <br /> :;FJF <br /> :r:rd CM 19 38 Zone <br /> 71 ;r:rd 19 <br /> ':P:fa <br /> r:P:l' <br /> 72 ''I::1':1' <br /> r:r:ld <br /> 73 :: d:f <br /> 74 ::I:I::I Groundwater <br /> 75 ,I. : <br /> Boring <br /> .,I,,,i,:r. GW:Gravel,fine(1/4"),well graded,dark gray,wet,very CM 50/6" 50+ Terminated <br /> 76 dense 76.5 ft. <br /> 1 <br />
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