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<br />APPLIED WATFR RESOURCES CORP.
<br />2363 Mariner S 3 Drive
<br />Suite 245
<br />Alameda, CA 94501
<br />Boring Log: EW-7
<br />Page 1 of 2
<br />Date: 4/8/2016 Logged By: Yola Bayram Well Specifications
<br />Location: Tokay and Church St, Lodi, CA Elevation
<br />TOC: GSE:
<br />Depth to Water
<br />Initial: 56 ft. Static: ft.
<br />Total Boring Depth: 135 ft.
<br />Lat.: Long:
<br />PVC Diameter: 6
<br />Screen Interval: 80-120 ft.
<br />Screen Slot Size: 0.04
<br />Client: City of Lodi
<br />Drilling Co.: Gregg Drilling
<br />Drilling Method: Sonic - 12" borehole Driller: Brandon
<br />Well Sand Filter: 12/20 Well Seal: Bentonite - 73-75 feet
<br />Grout Materials and Method: Neat CementfTremie
<br />Completion: Christy Box
<br />Groundwater Sampling Method: N/A
<br />Soil Sampling Method: Jars Depth, bgs (ft) OVM (ppm) Soil Sample Saturated Zone USCS Graphic Log K cu CD =. ra 0 co cn C) .m. -o cc: 0 m , Remarks/Well Diagram
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<br />75—
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<br />80—
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<br />85—
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<br />90—
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<br />95—
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<br /> SW
<br />ML
<br />CL
<br />CL
<br />SM
<br />CL
<br />SM
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<br />CL
<br />See G-25 wells for lithology of upper 75'
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<br />Sandy silt (ML), light brown, low to moderate plasticity, little fg sand (15%-20%),
<br />- mica flakes, damp. 7
<br />Clay (CL) light grey, stiff, low plasticity, some mica, dry.
<br />Clay as above with trace silt (5%), color transitions to light brown with red mottling
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<br />: :::.:-
<br />Sand (SW) brown, well-graded, mg-cg sand, very loose to loose, trace silt, silt content
<br />increases with depth -
<br /> _
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<br />Silty sand (SM), brown, little silt (35-40%), mg sand, some red mottling, dry to
<br />•••- slightly damp, silt content increases with depth -
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<br />Clay (CL), medium brown, trace mg sand (5%), moderate plasticity, soft, damp. Sand
<br />increases depth 15% content with to T
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<br />:.:•:•_ Silty sand (SM), grey to light brown with red mottling in some lenses, some silt _
<br />(25-30%), mg-cg sand, loose, damp. Silt content decreases with depth.
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<br />Sand (SW) brown, trace silt, well-graded, mg-cg sand, loose, subangular, damp to T
<br />moist I
<br />7
<br />Silt (ML), light brown with red mottling, little fg sand (10-15%), low plasticity,
<br />medium stiff, mica flakes, damp
<br />Sandy clay (CL), light brown, moderate plasticity, soft, fg-mg sand (15-20%), damp.
<br />Sand content increases between 96-99', becomes damp, plasticity decreases -
<br />, ! Clay (CL) grey with red mottling, very stiff, low plasticity, little to no sand, dry \
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