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ARCHIVED REPORTS_XR0002563
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_XR0002563
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Entry Properties
Last modified
2/3/2020 6:57:48 PM
Creation date
2/3/2020 10:47:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002563
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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EHD - Public
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rl � <br /> AlIC <br /> ASSOCIATES INC. LOG OF WELL MW3 <br /> 1117 Lo Pero*SISI 4 W*CA&*951 <br /> PROJECT EGGIMAN PROPERTY LOCATION 1112 EAST HARDING WAY, STOCKTON. CALIFORNIA PROJECT NO. 54.82054.0001 <br /> DATE DRILLED 11/1 6101 LOGGED BY JOHN SELLMAN REVIEWED BY <br /> DRILLING COMPANY MAW DRILLINei,,,• DRILLER TONY CAL"1° METHOD HOLLOW STEM AUGER <br /> ' BORE HOLE DIAMETER a IN DEPTH DRILLED 53 FT DEPTH TO WATER : INITIAL 43.3 - IZ STATIC FT <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE - 40-_ INTERVAL 0 FT TO _ 35 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SI2E 0.012 IM INTERVAL 35 - r TO . 55 FT <br /> FILTER PACK TYPE RMC LONESTAR NO, 3 INTERVAL 33 -- Fl- TO 35 FT <br /> ' SURFACE SEAL TYPE NEAT CEMENT OVER TWO FEET OF BENTONITE INTERVAL a Fl- TO _33 FT <br /> COMMENTS:_ Pip BACKGROUND CONCENTRATIONS APPROXIMATELY O Ppm PAGE 1 OF 2 <br /> WELL DEPTH PIDSAMPLE 10 LITHOLOGIC <br /> DETAIL Ff. PPY BLOWCOUNT LOG DESCRIPTION <br /> ' 0-3" CONCRETE <br /> 2 <br /> ' 4 <br /> YL 3"-26.5/30' INORGANIC SILT (MQ: 100% FINES; YELLOWISH RED, <br /> NO PRODUCT ODOR, NO ORGANICS, <br /> ' 0.5 DRY, WEAK CEMENTATION, FISSURED <br /> 6 28 <br /> 32 <br /> 8 <br /> IO <br /> 1.1 3 CALCITE VEINING AT 10' <br /> 12 <br /> 14- <br /> 1.7 z7 <br /> 16 33 CALCITE VEINING AT 15' <br /> 35 <br /> ' 18 <br /> 20 1a <br /> 1.1 12 <br /> 12 <br /> 22 <br /> ' 24 <br /> ' 1.1 111 MOIST. HOMOGENOUS AT 25- <br /> 26— 33 <br /> 34 <br /> ' 28- <br /> 30— 1.1 12 Gly< 7 <br /> 13 SC 26.5/30-31.3/35' CLAYEY SAND_(SC •_70X_P.00RLY1GRADED_SAND; <br /> 15 3OX FINES•C1.OW TOUGHNESS. NO PLASTICITY.1YELLOWISH REO. <br /> 32 NO PRODUCT ODOR, NO-ORCU NiCS.MOIST.-WEAK CEMENTATION, <br /> HOMOGENOUS <br /> 3� <br /> ' a 34 Www-36.6 <br /> 35 21 <br /> . Cf 36 31 <br /> : 30 ML 31.5/35-46.5/50' INORGANIC SILT (ML). 100X FINES; YELLOWISH RED. <br /> ' NO PRODUCT ODOR, NO ORGANICS. DRY, <br /> �p WEAK CEMENTATION, FISSURED WITH CALCITE VEINING <br /> L. Sr 3n <br /> YT <br />
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