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ARCHIVED REPORTS_XR0012835
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0522692
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ARCHIVED REPORTS_XR0012835
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Entry Properties
Last modified
4/2/2020 5:01:07 PM
Creation date
4/2/2020 4:30:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012835
RECORD_ID
PR0522692
PE
2957
FACILITY_ID
FA0015465
FACILITY_NAME
FORMER MONTGOMERY WARDS AUTO SRV CTR
STREET_NUMBER
5400
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10227008
CURRENT_STATUS
01
SITE_LOCATION
5400 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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E12V C-,C <br /> WEISS ASSOCIATES IM <br />' WELL MW-7 (B-7) <br /> (V GRAPHIC LOG DESCRIPTION <br />' 0 —.. Asphalt, concrete and base rock <br /> Portland _.i. __.. Silty CLAY(CL),moderate yellowish brown, <br /> Cement& _ very stiff,damp,20-300%fine sand,low est K <br /> W 5%Bentonite <br /> FA <br /> 5 5- <br /> 94 <br /> U 4! P1/C �.. <br /> Casing W <br /> w - --- <br />' <br /> 5 <br /> V] Contadjdnller� <br /> 10 10 Silty SAND/Sandy SILT(SM/ML),moderate <br /> i <br />' _ --_----- brown, mottled dusky green, mecum dense, <br /> damp,<50/.clay,tine sand,mod est K <br /> x <br /> c� <br /> 15 15 _ <br /> -- 60-70%(ML)at 15 ft <br /> a <br /> w - <br /> aa _ <br /> 20 20 - <br /> Bentonrte Increasing fine sand to 60-701%at 20 ft <br /> pellet seal <br /> #3 - - <br /> p'+ Monterey - <br /> P4 _ _ ._ <br /> A — sand Dark yellowish brown,damp at 24 5 ft <br /> _ <br /> 2!L- <br /> 2.5 <br /> — _-- <br /> Silty CLAY/Clayey SILT(CUML),dark <br /> i L yellowish brown,firm to stiff,damp,20-30'/0 <br />' a z 4 a fine sand,low est K <br /> in.wc►r <br /> EXPLANATION <br /> �► Water level during drilling (date) Logged by Sharon L. Halper <br /> Q Water Level (date) Supervisor Richard Weiss, EG 1112 <br /> Contact (dotted where appiox) Drilling Company Westek, San lose, CA <br /> Uncertain Contact Driller Tom Langan <br /> Location of recovered dnve sample Drilling Method Hollow stem auger <br /> Location of drive sample sealers for chemical Dates Drilled 1-22-88 <br /> • analysis Well Head Completion Locking stovepipe & G-12 Christy box <br /> $$ Grab sample Type of sampler Split barrel (1.5, 2, 2.5 m ID) <br /> est K = Estimated Permeability (hydraulic conductivity) <br /> Boring Log and Well Construction Details - Well MW-7 Chevron SS #96465 <br /> Stockton, CA <br />
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