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ARCHIVED REPORTS_XR0002593
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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H
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HARDING
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1112
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3500 - Local Oversight Program
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PR0545263
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ARCHIVED REPORTS_XR0002593
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Entry Properties
Last modified
2/3/2020 6:57:26 PM
Creation date
2/3/2020 10:51:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002593
RECORD_ID
PR0545263
PE
3528
FACILITY_ID
FA0005108
FACILITY_NAME
EGGIMANS HYDRAULIC GARAGE
STREET_NUMBER
1112
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15102101
CURRENT_STATUS
02
SITE_LOCATION
1112 E HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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A /irASSOCIATES INC LOG OF WELL MW3 <br /> 1117 Lane Pdm!� SURE R Yo 5b,caff , 1 <br /> PROJECT EGGIMAN PROPERTY LOCATION 1112 EAST HARDING WAY STOCKTON CALIFORNIA PROJECT NO _54.92054.0001 <br /> DATE DRILLED 11/16/D1 LOGGED BY JOHN SELLMAN REVIEWED BY JEANNE tiOMSEY C47410 <br /> DRILLING COMPANY WOODWARD DRILLING DRILLER TONY SALAZAR METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER a IN DEPTH DRILLED 55 EL DEPTH TO WATER INITIAL 433 El STATIC - FT <br /> CASING TYPE _PVC DIAMETER 2 IN SCHEDULE 49 INTERVAL 0 FT TO 35 FT <br /> SCREEN TYPE _PVC DIAMETER 2 IN SLOT SIZE 0 019 1N INTERVAL 35,...,._._ t TO 55 - FT <br /> FILTER PACK TYPE RMC LONESTAR NO, 3 INTERVAL 33 FT TO _ 35 FT <br /> SURFACE SEAL TYPE blfllj cEMFNT OVER Two_FEET_OF sEmToNITE ._ ,.. INTERVAL 0 ,.,.,.. FT 7033 EL <br /> COMMENTS PID BACKGROUND CONCENTRATIONS-_APPROXIMATELY 0 PPM PACE <br /> — <br /> LL DEPTH PID SAMPIX ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-3" CONCRETE <br /> 2 <br /> 4 <br /> JAL 3"-26 5/-'o INORGANIC SILT (ML) 1OOX FINES, YELLOWISH RED, <br /> NO PROaUCT ODOR, NO ORGANICS, <br /> 05 28 DRY. WEAK CEMENTATION. FISSURED <br /> 6 32 <br /> 8 <br /> 10 1 1 CALCITE VEINING AT 10' <br /> 350 <br /> 12 ', <br /> 14 <br />. 17 27 <br /> 15 33 CALCITE VEINING AT 15' <br /> 35 <br /> 18 � <br /> 20 10 <br /> 1 1 12 <br /> 12 <br /> 22- <br /> 24- <br /> 29 <br /> 22424 MOIST, HOMOGENOUS AT 25' <br /> 26 33 <br /> 34 <br /> 29 <br /> 30 1 1 12 <br /> 13 SC 26!S/30-3i 5/35' CLAYEY SANG (SC) 70% POORLY GRADED SAND. <br /> 15 SOX FINES, LOIN TOUGHNESS. NO PLASTICITY. YELLOWISH RED, <br /> 32 NO PRODUCT ODOR, NO ORGANICS, MOIST. WEAK CEMENTATION. <br /> HOMOGENOUS <br /> 34 <br /> c; WW3-33.5 <br /> 21 <br />. Y = 50 ML 31 5/35-46 5/50' INORGANIC SILT (ML) 10DX FINES. YELLOWISH RED, <br /> a NO PRODUCT ODOR. NO ORGANICS, DRY, <br /> WEAK CEMENTATION, FISSURED WITH CALCITE VEINING <br /> 3a <br /> t� - <br /> CT � <br /> 0 <br />
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