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ARCHIVED REPORTS_XR0005180
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3500 - Local Oversight Program
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PR0545509
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ARCHIVED REPORTS_XR0005180
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Last modified
3/12/2020 9:15:45 AM
Creation date
3/10/2020 3:38:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005180
RECORD_ID
PR0545509
PE
3528
FACILITY_ID
FA0002121
FACILITY_NAME
JAMAR SERVICE
STREET_NUMBER
4075
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
15726411
CURRENT_STATUS
02
SITE_LOCATION
4075 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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A C&SOCIATES INC. LOG OF WELL MWlOC <br /> 1117 ime Pdm kre.,Swj B,ilWma ,95hi <br /> PROJECT JAMAR SERVICE CENTER LOCATION 4075 EAST MAIN STREET, STOCKTON. CA PROJECT NO. 54.26823.0002 <br /> COMMENTS: PAGE —L-OF-1— <br /> WELL <br /> OF3WELL DEPTH PID SAMPLE ID UTHOLOGIC DESCRIPTION <br /> DETAIL FT, PPM BLOWCOUNT LOG <br /> 40 36.5/40-41.5/45 SANDY CLAY (CL): 20% SAND; FINE GRAINED; 80% FINES; <br /> 108 CL MEDIUM DRY STRENGTH; MEDIUM TOUGHNESS; MEDIUM <br /> PLASTICITY; MEDIUM STIFF; BROWN COLOR; NO CHEMICAL <br /> 42 ODOR NOTED; NO ORGANICS; DRY; WEAK CEMENTATION <br /> ' /-44- <br /> 880 OL 41.5/45-46.5/50 ORGANIC CLAY (OL): 20% SAND; FINE GRAINED; 80% <br /> ' 46 FINES; LOW DRY STRENGTH; LOW—MEDIUM TOUGHNESS; <br /> LOW PLASTICITY; SOFT CONSISTENCY; BROWN COLOR; NO <br /> CHEMICAL ODOR NOTED; ORGANICS; DRY. WEAK <br /> 48 CEMENTATION <br /> ' 50 SANDY SILT (ML): 30% SAND; FINE GRAINED; 70% FINES; <br /> 137 NO DRY STRENGTH; NO—LOW TOUGHNESS; LOW <br /> ' PLASTICITY; SOFT CONSISTENCY; BROWN COLOR; NO <br /> 52 46.550-56.5-60 CHEMICAL ODOR NOTED; NO ORGANICS; DRY—MOIST; <br /> / WEAK CEMENTATION <br /> 54 ML <br /> ' 56 66 SANDY CLAY (ML): 20% SAND; FINE GRAINED; 80% FINES; <br /> NO DRY STRENGTH; NO TOUGHNESS; LOW PLASTICITY; <br /> SOFT CONSISTENCY; BROWN COLOR; NO CHEMICAL ODOR <br /> NOTED; NO ORGANICS; DRY—MOIST; WEAK CEMENTATION <br /> 58 <br /> 60 <br /> 226 SM 56.5/60-61.5-65 SILTY SAND (SM): 60% SAND; FINE MEDIUM GRAINED; 40 <br /> % FINES; LOW DRY STRENGTH; LOW TOUGHNESS; LOW <br /> fit PLASTICITY; SOFT CONSISTENCY; BROWN COLOR <br /> 64 <br /> 230 SANDY SILT (MH): 30% SAND; FINE—MEDIUM GRAINED; <br /> ' 66 POORLY GRADED; 70% FINES; LOW—MEDIUM DRY <br /> MH 61.5/65-71.5/75 STRENGTH; MEDIUM TOUGHNESS; NO—LOW PLASTICITY; <br /> SOFT CONSISTENCY; BROWN COLOR; NO CHEMICAL ODOR <br /> 68 NOTED; NO ORGANICS; MOIST—WET; WEAK CEMENTATION <br /> 70 <br /> 842 SANDY SILT (MH): 30% SAND; FINE—MEDIUM GRAINED; <br /> POORLY GRADED; 70% FINES; LOW—MEDIUM DRY <br /> ' STRENGTH; MEDIUM TOUGHNESS; NO—LOW PLASTICITY; <br /> 72 SOFT CONSISTENCY; BROWN COLOR; NO CHEMICAL ODOR <br /> NOTED; NO ORGANICS; MOIST—WET; WEAK CEMENTATION <br /> 74 <br /> -- — --. -- z_ '7 -- <br /> ML SANDY SILT (ML): 40% SAND; FINE GRAINED; 70%- <br /> 76 411 71.5/75-76.5/80 FINES; NONE—LOW DRY STRENGTH; NO TOUGHNESS; LOW <br /> PLASTICITY; VERY SOFT—SOFT CONSISTENCY; BROWN <br /> ' COLOR; SLIGHT CHEMICAL ODOR NOTED; NO ORGANICS; <br /> 78 WET; WEAK CEMENTATION <br /> 80 OL 76.5/80-81.5/85 ORGANIC CLAY (OL): 10% SAND; FINE GRAINED; 90% <br /> 86 FINES; LOW—MEDIUM DRY STRENGTH; LOW—MEDIUM <br /> TOUGHNESS; SOFT CONSISTENCY; BROWN COLOR; NO <br /> 82 CHEMICAL ODOR NOTED; DRY—MOIST; WEAK CEMENTATION <br /> 84 <br />
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