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<br /> ATcassociates,Inc. Borehole Lithologic Log and Well Construction-Diagram
<br /> kT
<br /> � 1117 Lone Palm Ave.Ste.201 PAGE 1 OF 2
<br /> Modesto,California 95351
<br /> Telephone:(209)5792221
<br /> AS SO C I ATE S I N C.
<br /> CLIENT NAME: Eggimans Andrew and Edith Trust PROJECT NAME: Eggimans BOREHOLE NAME MW9!
<br /> DATE STARTED: 05/24/07 FILED GEOLOGIST: J.Sellman DATE FINISHED: 05/24/07
<br /> LEGAL LOCATION: CONTRACTOR: Woodward Drilling Co. CHECKED BY: J.Sellman
<br /> GROUND SURFACE ELEVATION: DRILLER: EASTING:
<br /> GROUNDWATER ELEVATION: DRILLING METHOD:HSA NORTHING:
<br /> TOTAL DEPTH DRILLED: 57 below grade CASING STICKUP: Flush TOTAL DEPTH CASED:57'bgs
<br /> v a Depth Water Encountered During Drilling: 50'bgs WELL
<br /> j F = Water Level in Completed Well: 37.63'bgs a. a CONSTRUCTION WELL
<br /> W a aDESCRIPTION
<br /> w p LITHOLOGIC DESCRIPTION rn DIAGRAM
<br /> FFFIrr.��� 0 0 Concrete
<br /> Silty CLAY:Yellowish brown,100%fines,medium dry strength,low
<br /> toughness,low plasticity,stiff consistency,no odor,organics,dry, Grout
<br /> j weak cementation,homogeneous structure.
<br /> � D
<br /> -5--5 0 8"Borehole
<br /> IDIOM3
<br /> 22
<br /> 39
<br /> j Silty CLAY:Yellowish brown,100%o fines,medium dry strength,low
<br /> toughness,non plastic,stiff consistency,no odor,no organics,dry, D
<br /> medium cementation,homogeneous structure.
<br /> -10--10 ,/ 0
<br /> i . p30
<br /> 28
<br /> 18
<br /> - 2-inch I.D.Sch
<br /> D 40 PVC Blank
<br /> Poorly graded SAND:Reddish brown,100%sand,fine to medium
<br /> iD D Well Casing
<br /> grained,poorly graded,medium density,no dry strength,"no odor, p
<br /> 15 15 no organics,dry,weak,homogeneous.
<br /> 0
<br /> p5m
<br /> 8
<br /> 10
<br /> D
<br /> SAND:Reddish brown,100%sand,fine to medium grained,poorly -
<br /> graded,medium density,no dry strength,no odor,organics,dry, D
<br /> weak,homogeneous.
<br /> 'D
<br /> 20--20 0 p
<br /> p 9m
<br /> 10
<br /> 11
<br /> d
<br /> 4
<br /> III Organic silty CLAY:Yellowish brown,100%fines,medium dry
<br /> strength,low toughness,low plasticity,stiff,no odor,organics,dry, Dy
<br /> 25--25 1 1 1 weak,homogeneous. ;p D
<br /> III 0
<br /> 1Pym
<br /> 1
<br /> 17
<br /> 111 19
<br /> III k"
<br /> III �p
<br /> L t
<br /> D
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