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Sierra-Pacific Groundwater Consultants, Inc. F`"Sheet t,of_2� <br /> I 49H Windplay Drive,Suite 4 _ Y <br /> ,El Dorado Hills,California 95762 <br /> Project Number: <br /> I <br /> s4-055.08 <br /> r Hole Number: <br /> BOREHOLE LOG FORM NSB-5 <br /> Project Name: I Location: 1905 No.�Broadway Ave <br /> { PureGro/Brea Facility <br /> Stockton;�Califomia. <br /> f Drilling Contractor: Drill Type, Make, and Model: <br /> E Woodward Drilling Co. ; BK-81 <br /> j Depth to Top of Rock: Depth of Casing and Size: IHole Size: <br /> 8-inch <br /> i <br /> 1 <br /> Elevation: Angie from Vertical and Searing': Depth to Bottom of Hole: <br /> N/A(Vert.) <br /> f Water Level: Fluid and Additives: Date Start: Date Finish: JLogger: <br /> None 10-16-97 10-16-97 E. Chase <br /> SAMPLE J I SOIL DESCRIP-nON <br /> slow <br /> v `m counts <br /> Sample o 140.4b, WColor, Name, Gradation or Plasticity, Particle Size Distribution, <br /> CD w Number Hammer ,N i Moisture Content, Relative Density or Consistency, Soil Structure, _H a <br /> Q I a Mineralogy. Misc. Q o <br /> iN; t <br /> oU <br /> —� 0-1' Aggregate base material mixed with tan slightly sandy <br /> J silt matrix, dry, firm, no odor <br /> I I . <br /> 142J NSB-5-5 800/ 6-9.12 Mt_ 5' Medium yellow-brawn slightly sandy silt, slightly moist, <br /> firm, slightly micaceous, slightly parous to porous, no odor <br /> 1°- <br /> 1425 NSS-5-10 7098 7-20-26 ML 10, As above <br /> J <br /> 15 <br /> I <br /> I � I <br /> I — o <br /> 1 i E I <br /> l 20 <br /> 1435 Nss-s-za 75°'a 12 zs�3 AML,` 2t]' Becoming mottled with gray, mica°ceous,'moist, firm, <br /> - .� <br /> no odor <br /> 11445 NSB-5-30 60%1s+so=11"Mt 30 Becoming <br /> locally sandy, very firm <br />