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ARCHIVED REPORTS_XR0009129
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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SAN JOAQUIN
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345
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3500 - Local Oversight Program
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PR0545671
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ARCHIVED REPORTS_XR0009129
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Entry Properties
Last modified
5/19/2020 12:06:42 PM
Creation date
5/19/2020 11:54:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009129
RECORD_ID
PR0545671
PE
3528
FACILITY_ID
FA0003959
FACILITY_NAME
AT&T CALIFORNIA - UE042
STREET_NUMBER
345
Direction
N
STREET_NAME
SAN JOAQUIN
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
345 N SAN JOAQUIN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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W W ; BORING NO MW -- 2 <br /> w m <br /> a N J GEOLOGIST C BEAN <br /> z z r WELL CLOSURE a l� <br /> CL c N ❑ EDLTEB BY C BEAN DATE BEGAN—j2r2Z3-L.— <br /> x „y W 3❑ SUMMARY <br /> _ ¢ o❑ d CHECKED BY D DUNK DATE FINISHED 12/8/91 <br /> a w > v mL` a TOTAL DEPTH 60 FT GROUND SURFACE EL 11.35 <br /> C <br /> DESCRIPTION <br /> 0hr,s y ox 6 ASPHALT <br /> 0 CLAY Low plast,c-ty moderate dry strength, slow dlatancy l00 <br /> Top of Cas. <br /> ng CL toughness moderate to dark brown dry <br /> with Locking Cap 20 <br /> CL SILTY CLAY Lox plast,oty low dry strength slaw dlatancy 30 <br /> moderate toughness dark brown dry <br /> Nv2-I Neat d 0 CLAY Lor plast,Cty moderate dry strength slaw dlatancy <br /> Cement aCL moderate toughness dark brown dry <br /> 50 <br /> 5 NW2-2 2 SCh 40 PVC 0 brown SAND Light brown very Fine to fine grained angular <br /> brown <br /> Cas ng <br /> SC <br /> 10 nw2-3 e 0 <br /> 120 <br /> SANDY CLAY, Very Fine to fine graired subangular fair to good <br /> sortng, lght brown 30/ sand dry <br /> CL <br /> a <br /> 15 Mw2-4 0 160 <br /> CLAY No plastlCity high dry strength no dllatancy high <br /> toughness trace F. sd,ty th,n wh,te laminae brown, dry <br /> CL <br /> 180 <br /> SILTY SAND Very Fine to fine grnlned subangular well sorted <br /> 40/ f nes light brawn, dry <br /> 20 Mw2-5 0 <br /> d <br /> SH <br /> 4 <br /> 25 Nv2-5 0 260 <br /> a <br /> SANDY CLAY Low plasticlty moderate dry strength slaw <br /> dllatancy moderate toughness grayish gren 40/ sand dry <br /> Nv2-� 0 CL <br /> 290 <br /> CLAYEY SAND Very fine to fine grained sub anguinr Fnlr to <br /> good sortng Ight brown 40/ clay dry <br /> 30 Mwz-e e o <br /> Sc <br /> d <br /> d <br /> 35 <br /> SHEET 1 ❑F 2 <br /> DRILLING CO SPECTRUM EXPL❑RATION <br /> DRILL METHOD HOLLOW STEM AUGER SEE LEGEND FOR EXPLANATION <br /> SAMPLING METHOD SPLIT SPOON SAMPLER OF SYMBOLS AND TERMS <br /> PROJECT NO 190916 <br /> CLIENT PACIFIC BELL INTERNATIONAL <br /> LOCATION SAN JOSE, CA TECHNOLQGY <br /> SITE ADDRESS 345 N SAN JOAQJIN ST, STOCKTON, CA CORPORATION <br />
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