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PR0545263
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Last modified
2/3/2020 11:37:52 AM
Creation date
2/3/2020 10:35:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
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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CV <br /> ArC Assoolates,Ino. Borehole Lithologic:Log and Well Construction Diagram <br /> 1117 Lone Palm Ave.Ste.201 PAGE 1 OF 2 <br /> Modesto,California 95351 <br /> A Telephone:(209)5792221 4 <br /> A 6 5 0 C I A T E 8 INC. i <br /> CLIENT NAME: Eggimans Andrew and Edith Trust PROJECT NAME: Eggimans BOREHOLE NAME: MW11 <br /> DATE STARTED: 06/08/07 FILED GEOLOGIST: J.Sellman_ DATE FINISHEJ06/08/07 <br /> I <br /> LEGAL LOCATION: ry CONTRACTOR: Woodward Drilling Co. CHECKED BY: J.Sellman <br /> GROUND SURFACE ELEVATION: { µ DRILLER: EASTING: <br /> GROUNDWATER ELEVATION: DRILLING METHOD:HSA NORTHING: <br /> I <br /> TOTAL DEPTH DRILLED: 56.5'below grade CASING STICKUP: Flush' L TOTAL DEPTH CASED:56'bgs <br /> i <br /> a Depth Water Encountered During Drilling: 50'bgs ui <br /> W WELL <br /> j j F = Water Level in Completed Well: 37.78'bgs a CONSTRUCTION WELL <br /> W 0- aDESCRIPTION <br /> w o LITHOLOGIC DESCRIPTION co DIAGRAM <br /> 0 0Concrete <br /> I 1 Inorganic SILT with calcite veins:Brown,100%fines,medium dry <br /> strength,medium toughness,no plasticity,stiff consistency,no p Grout <br /> odor,no organics,dry,weak cementation,homogeneous structure. <br /> { III D <br /> f lil <br /> -5--5 <br /> 8"Borehole <br /> - <br /> III a <br /> III 'f.7 <br /> 1 10 10 jlj 1.6 <br /> P40 D <br /> j I j 50/3" '... <br /> 2-inch I.D.Sch <br /> I - 40 PVC Blank <br /> r] o Well Casing <br /> Ji III Organic silty CLAY:Brown, 100%fines,medium dry strength, <br /> medium toughness,low plasticity,.very stiff,no odor,organics,dry, <br /> D: <br /> -15--15 I I 1 weak,homogeneous. <br /> 1„ III o <br /> III P9 Q <br /> III 2s <br /> p <br /> LY 'III _ D <br /> I <br /> j I j Inorganic SILT calcite veins:Brown,100%fines,medium dry <br /> strength,low toughness,no plasticity,stiff consistency,no odor,no. .. <br /> -20--20 1 i 1 organics,dry,weak cementation,homogeneous structure. <br /> III .'.:0 <br /> L� III <br /> Organic silty CLAY:Brown, 100%fines,medium dry strength,low <br /> III toughness,low plasticity,mildly stiff,no odor,organics,dry,weak, 0i. <br /> -25 <br /> -25 25 III homogeneous. D <br /> III 0 <br /> III P15 D <br /> III24 <br /> III 26 <br /> III I!p <br /> D <br /> i <br /> �4 <br />
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