Laserfiche WebLink
r <br /> Sierra-Pacific Groundwater Consultants, Inc. Sheet 2�„of 2 <br /> 4911 Windplay Drive,Suite 4 <br /> i EI Dorado Hills,California 95762 - Project Number: <br /> ,i '94-055.08 <br /> Hole Number: <br /> I z BOREHOLE LOG FORM NSB-3 <br /> Project Name: Location: ` <br /> PureGrolBrea Facility ` 1905 No: Broadway Ave <br /> Stockton, California. <br /> Drilling Contractor: Drill Type, Maize, and Model: <br /> Woodward Drilling Co. SK-81 <br /> 5 Depth to Top of Rock: Depth of Casing and Size: Hole Size: <br /> :r <br /> I 8-inch <br /> Elevation: Angle from Vertical and Bearing: I Depth to Bottom of Hole: <br /> N/A (Vert.) 'a <br /> Water Level: Fluid and Additives: Date Start: ;r Date!Finish: Logger. <br /> None 10-16-97 10-16-97 E Chase <br /> SAMPLE II SOIL DESCRIPTION <br /> Z Slow <br /> [ Samoie o' 1ao4b m I Color, Name, Gradation or Plasticity, Particle Size Distribution, f , <br /> n Number Hammer I Moisture Content, Relative Density or Consistency, Soil Structure, 1 E o <br /> Mineralogy. Misc. CU <br /> 9Y <br /> o <br /> (N) <br /> 35' Occasional layers of medium brown slightly silty fine to - <br /> imedium sand, slightly moist, firm; slightly micaceous, no odor . <br /> 40—� 40' Medium brown sandy silt, interbe'ded with medium brown <br /> silty fine sand, slightly moist, firm, slightly porous <br /> J � <br /> I45 <br /> l <br /> } <br /> 50- 50' Medium to dark brown silty fine to medium sand, slightly moist <br /> I 111018 NS&3-50 709' 20-20-24 very firm, slightly porous, slightly micaceous, no odor, with <br /> occasional blebs of silty clay, verymoist ` <br /> D. 51.5' in sample bottom <br /> No Caving <br /> No H2O <br /> Hole Grouted <br /> + 1 <br /> f <br /> i{ <br />