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Geosyntec1, 3043 Gold Canal Drive Suite 100 WELL NUMBER EW-B
<br /> Rancho Cordova,California 95670 PAGE 2 OF 3
<br /> cun,111ciml; Tel 9 16-637-8048
<br /> Fax 916-550-9498
<br /> CLIENT Wilbur Ellis PROJECT NAME JTF Stockton
<br /> PROJECT NUMBER SAC175/S2"E PROJECT LOCATION Stockton,CA
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<br /> w x g REMARKS Q O MATERIAL DESCRIPTION WELL DIAGRAM
<br /> p 2Z
<br /> Q �
<br /> 35 co
<br /> (CL)lean clay(CL),very dark greenish gray[GLEY1 3/1],dry,
<br /> CL [0,0, 100],low plasticity,hard(continued)
<br /> 37.5 -30.7
<br /> (CL)lean clay with sand(CL),very dark greenish gray
<br /> [GLEY1 3/1],moist,[0,25,75],fine sand,low plasticity,firm yo-Z I
<br /> 40 CL
<br /> 42.5 -35.7
<br /> (CL)lean clay(CL),very dark greenish gray[GLEY1 3/1],
<br /> moist,[0,5,95],fine sand,low plasticity,hard
<br /> 45 CL
<br /> a 46.0 -39.2
<br /> (CL)sandy lean clay(CL),very dark greenish gray[GLEY1
<br /> CL 47.5 3/1],moist,[0,40,60],fine sand,low plasticity,very soft -40 7
<br /> (CL)lean Gay with sand(CL),very dark greenish gray
<br /> CL [GLEY1 3/1],moist,[0,20,80],fine sand,medium plasticity,
<br /> a firm
<br /> x
<br /> a 50 50.0 -43.2
<br /> o (CL)lean clay(CL),very dark greenish gray[GLEY1 3/11,dry,
<br /> Y [0,0,100],hard,low plasticity,@ 55 ft bgs sand content
<br /> oincreases to 10%and becomes firm
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<br /> m
<br /> a
<br /> J
<br /> 0
<br /> 55 CL
<br /> U)
<br /> z
<br /> U
<br /> 0 1/4"Pei Plug
<br /> a bentonite
<br /> z 60 60.0 -53.2 pellets
<br /> (CL)lean clay with sand(CL),very dark greenish gray
<br /> =' [GLEY1 3/1],moist,[0,30,70],fine sand,low plasticity,soft
<br /> CL
<br /> a Cemex#2/12
<br /> m 62.5 -55.7 Lapis Lustre
<br /> I. (SP-SM)poorly graded sand with silt(SP-SM),very dark sand pack,4"
<br /> greenish gray[GLEY1 3/1],wet,[tr,90, 10]trace small gravel, Schd 80 PVC
<br /> o fine sand,silt
<br /> 65 SP-
<br /> o SM
<br /> g Cemex#2/12
<br /> 67.5 -6 Lapis Lustre
<br /> (SP)poorly graded sand(SP),very dark greenish gray sand pack,4"
<br /> Sd 80
<br /> SP [GLEY1 3/11,moist,[0,95,5]fine to medium sand,silt stainle
<br /> ss
<br /> 70 70.0 -63.2 steel with wire
<br /> (CL)lean clay with sand(CL),dark greenish gray[GLEY1 wrap at
<br /> 4/1],moist,[0,20,80],fine sand,clay,medium plasticity,firm, 0.010"
<br /> @ 75 ft bgs sand content decreases to 15%
<br /> m CL
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<br /> z
<br /> Z
<br /> 75
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