|
—z
<br /> Borehole Lithologic Log and Well Construction Diagram
<br /> 95351
<br /> "VV
<br /> ATC Associates,Inc. PAGE 2 OF 2
<br /> ` kT 1117 Lone Palm Ave.Ste.201
<br /> Modesto,Californv cTelephone:(209)15 92221
<br /> 11E E O C 111 T EE INC.
<br /> CLIENT NAME: Eggimans Andrew and Edith Trust PROJECT NAME: Eggimans BOREHOLE NAME: MW10
<br /> $ a Depth Water Encountered During Drilling: 50'bgs Lu
<br /> LU a = Water Level In Completed Well: 37.50'bgsWELL
<br /> a CONSTRUCTION DESCRIPTION
<br /> w p LITHOLOGIC DESCRIPTION
<br /> w DIAGRAM
<br /> V.r
<br /> -30--30 1 1 1 Silty CLAY:Yellowish brown,100%fines,low dry strength,low o Bentonite Seal
<br /> I I I toughness,low plasticity,stiff,no odor,organics,dry,weak
<br /> cementation,homogeneous structure. p91n
<br /> y,.l III 13
<br /> 111 14
<br /> III
<br /> III
<br /> r.r III Organic silty CLAY:Slightly stained brown,20%sand,fine grained,
<br /> III 80%fines,low dry strength,low toughness,low plasticity,mildly
<br /> -35--35 1 1 I stiff,no odor,organics,dry,weak,homogeneous. o
<br /> 2/12 Silica Sand
<br /> III ppm
<br /> 117
<br /> Ill 19
<br /> III 2-inch I.D.Sch
<br /> III 40 PVC 0.010
<br /> ,1EEI 1 Well Screen
<br /> Silty CLAY:Slightly stained brown,20 to 30%sands,fine grained,
<br /> I 1 I 70 to 90%fines,medium dry strength,medium toughness,low
<br /> I I I plasticity,mildly stiff,no odor,organics,moist,weak cementation, o
<br /> -40--40 III homogeneous structure. p18
<br /> faw 24
<br /> III 30
<br /> III
<br /> III
<br /> j Sandy CLAY:Yellowish brown,10%sand,fine grained,90%fines,
<br /> /. medium dry strength,low toughness,medium plasticity,mildly stiff,
<br /> 45 45 '/ no odor,no organics,moist,weak cementation,homogeneous
<br /> r.+ structure. ppm
<br /> /. 8
<br /> / 13
<br /> 27
<br /> j Sandy CLAY:Yellowish brown,20%sand,fine grained,80%fines,
<br /> medium dry strength,low toughness,low plasticity,mildly stiff,no
<br /> / odor,no organics,wet,weak cementation,homogeneous structure.
<br /> y 50 50
<br /> o
<br /> PPM
<br /> 19
<br /> / 23
<br /> 27
<br /> j Sandy CLAY:Reddish brown,100%fines,medium dry strength,low
<br /> / . toughness,medium plasticity,mildly stiff,no odor,no organics,wet,
<br /> v -55--55 / weak cementation,homogeneous structure. o
<br /> pP0
<br /> 114
<br /> 18
<br /> v
<br /> -60 60
<br /> `r r
<br /> r..l
<br /> V.r
<br />
|