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ARCHIVED REPORTS_XR0002567
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_XR0002567
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Last modified
2/3/2020 6:59:46 PM
Creation date
2/3/2020 10:49:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002567
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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M • <br /> ��SOCIATES <br /> INC. <br /> 1117 In Pah hit,Sud Q W*Cdkk*95361 LOG OF WELL MW3 <br /> PROJECT EGGIMAN PROPERTY LOCATION ' 1112 EAST HARDING WAY STOCKTON CALIFORNIA PROJECT NO. 54.92054,0001 <br /> DATE DRILLED 11/16/01 LOGGED BY JOHN SELLMAN REVIEWED BY <br /> DRILLING COMPANY WOODWARD DRILLING DRILLER TONY SALAZAR METHoD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER A IN DEPTH DRILLED — 55 FT OEM TO WATER • INITIAL 43.3 ET STATIC - - FT <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE -40 INTERVAL a FT TO 35_ ET <br /> SCREEN TYPE _PVC _ DIAMETER 2 IN SLOT SIZE 0,010 1N, INTERVAL 35 F7 TO 55 FT <br /> FILTER PACK TYPE AMC LONESTAR NO,_3 _,.. INTERVAL 0 El TO 33 F7 <br /> SURFACE SEAL TYPE _NEAT CEMENT OVER TWO FEET OF RENTONaE - INTERVAL D FT TO 33_ Fr <br /> COMMENTS: PAGE I OF--Z__ <br /> NELL DEPTH PED SAWPLE 10 UTHOLOGIC DESCRIPTION <br /> DETAIL FT. PPV BLOWCOUNT LOG <br /> 0-3" CONCRETE <br /> 2 <br /> 4 <br /> ML 3'-26.5/30' INORGANIC SILT (ML): 100X FINES; YELLOWISH RED, <br /> NO PRODUCT ODOR, NO ORGANICS, <br /> 8 <br /> 0,5 28 2Z DRY, WEAK CEMENTATION, FISSURED <br /> 32 <br /> 8 <br /> 10 1.1 <br /> 35 <br /> SO CALCITE VEINING AT 10' <br /> 12 <br /> 14 <br /> 0 1.7 27 <br /> 16 33 CALCITE VEINING AT 15' <br /> 35 <br /> 18 <br /> 20 t0 <br /> 1.1 12 <br /> 12 <br /> 22- <br /> 24- <br /> 29 <br /> 22429 MOIST, HOMOGENOUS AT 25' <br /> 26 33 <br /> 34 <br /> 28 <br /> 30 1.i 12 <br /> 13 SC 26.5/30-31.5/35' CLAYEY SAND (SC): 7OX POORLY GRADED SAND; <br /> 15 30X FINES, LOW TOUGHNESS. NO PLASTICITY, YELLOWISH RED, <br /> 32 NO PRODUCT ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION, <br /> HOMOGENOUS <br /> 34 <br /> ':, Mrrs-36.5 <br /> C' 35 21 <br /> 31 <br /> 36 50 ML "31.5/35-48.5/50` INORGANIC SILT (ML): 100711 FINES; YELLOWISH RED, <br /> NO PRODUCT ODOR, NO ORGANICS, DAY. <br /> WEAK CEMENTATION. FISSURED WITH CALCITE VEINING <br /> y 36 <br /> 40 <br />
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