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LrMOLOGIC DESCRIPTION <br /> MONITORING WELL LOG <br /> Well I.D.: MW-4 Date( ) of Drillings : 7114192 <br /> Location NE of Former Tank Area <br /> Client San Joaquin County Drilled Depth: 71 feet <br /> Mosquito Abatement District Hole Diameter 8 inches <br /> Project No 06778-001-001 <br /> Contractor: West Hazmat Well Construction Details: <br /> Driller Gene Rheinholt <br /> Drilling Method Hollow Stem Auger (HSA) Well Depth 70 feet <br /> Well Diameter 4 inches <br /> Decon Method Steam-cleaning Casing Type Schedule 40 PVC <br /> Sampling Continuous Core Barrel and Screen Type- Schedule 40 PVC <br /> Split-spoons at 10-foot intervals Screen Interval 50 to 70 feet <br /> Screen Slot 0 02 inch <br />' Elevation - Feet (MSL): Materials: <br /> Ground surf Not measured Sand Pack Lonestar #1C <br /> Casing top 5443 Grout 3-5% bentonite/cement grout <br /> Completion Type Flush Christy Box <br /> Geologist: D Marks Cap Expandable Locking <br /> MW-4 <br /> Depth Interval Blow HNu <br /> feet BGS Counts USCS Symbol'/Description Remarks Value <br /> 0 -3 SM SAND (Fill) medium brown gray, very fine to coarse, <br /> loosely consolidated, silty, poorly sorted, dry, no apparent <br /> odor, no apparent staining, 75% sand, 15% silt, 10% clay <br /> 3 - 115 6, 6, 12 SM SAND medium reddish brown, very fine to fine, loosely <1 <br /> consolidated, moist, no apparent odor, no apparent staining, <br /> moderate to highly dilatency, no dry strength, 85% sand, <br /> 15% silt <br /> 115 - 17 SC-SM SAND medium reddish brown, moist to slightly wet, wet <br /> from 12 to 13 feet, clayey, very fine to medium, occasional <br />' pebbles,poorly sorted, subangular to well-rounded, loosely <br /> consolidated, no apparent odor, no apparent staining, slight <br /> dry strength, no dilatency, 80% sand, 10% clay, 10% silt <br /> 17 - 19 CL CLAY medium reddish brown to grayish brown, dry to <br /> slightly moist, firm, blocky, high dry strength, no <br /> dilatency, no apparent odor, no apparent staining, laminat- <br /> ed with dark carbonaceous material, 85% clay, 15% silt <br /> 1 Unified Soils Classification System <br /> snccutrrsssrcMAn wr <br /> A - 7 10/12/92 <br />