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<br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />.e <br />I <br /> <br />. <br /> <br />. <br /> <br />Woodward-Clyde <br />Consultants <br /> <br />page 4 <br /> <br />JAMES M. JOHNSON <br /> <br />Home Ranch Dam and Kehoe Ranch Dam. U.S. Bureau of Reclamation. Pt. Reyes <br />National Seashore <br /> <br />Technical review of analysis report for Bureau's SEED program covering seismotectonic, <br />earthquake behavior, hydrologic/hydraulic, and geotechnical assessments. <br /> <br />Spinney Mountain Dam. City of Aurora. Colorado <br /> <br />Materials evaluation and stability analysis of 100-foot high existing dam displaying high <br />foundation pore pressures. <br /> <br />Carbouzulia Mine. Fluor. Inc.. Colombia. South America <br /> <br />Stability analysis for 1000-foot high waste rock dumps in a seismically active area. <br /> <br />Forty Mile Coulee Irrigation Project. Province of Alberta. Bow Island. Alberta <br /> <br />Triaxial and direct shear testing of alluvial soils and clay shales from the dam abutments <br />to develop peak and residual shear strength parameters. <br /> <br />Sooke Lake Dam. B.C. Hydro. Victoria. British Columbia <br /> <br />Stability analysis for a 20-foot raise of a water retention dam in a seismically active area. <br /> <br />B.G. Timber Riverbank Evaluation. Stothert Engineering. Ltd.. Castle gar. British <br />Columbia <br /> <br />Evaluation of existing riverbank and riprap conditions below the Hugh Keenleyside Dam <br />and recommendations for further slope protection. <br /> <br />Reserve Mining Tailings Disposal Impoundment. Reserve Mining: Company. Silver Bay. <br />Minnesota <br /> <br />Foundation investigations, borrow investigations, and construction inspection for <br />approximately 10,000,000 yd3 of tailings dams. Supervised 2 field engineers and 10 <br />inspectors, as wells as field laboratory and surveying personnel. <br /> <br />Evaluation of tailings properties and behavior after deposition within the impoundment. <br />Conducted bathymetric surveys, supervised sampling program (including grab and piston <br />samples), and set up laboratory testing program.' <br /> <br />Installation, monitoring, and interpretation of geotechnical instruments including <br />hydraulic settlement transducers, . pneumatic piezometers, standpipe piezometers, <br />settlement plates, slope indicators, monitoring wells, and relief wells. <br /> <br />013IISR.OOIlDEN 11.14-91 <br />