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<br />CTLITHOMPSON, INC. <br />CONSULTING GEOTECHNICAL <br />AND MATERIALS ENGINEERS <br />To: <br />12/5/79 <br />J <br />ENERGY FUELS <br />BOX G <br />STEAMBOAT SPRINGS, COLORADO 80477 <br />~~ <br />Job No. 6004 <br />i~J <br />Subject: fill Control at <br />ENERGY FUELS, STEAMBOAT SPRINGS <br />SEDIMENTATION POND 'C' <br />Doily Report Na <br />1 <br />EST <br />NO. <br />LOCATION DEPTN TEST <br />TYPE SPEC. MAX. <br />DENSITY <br />P. C. F. O.M.C <br />',~ ' DRY <br />DENSITY <br />P. G F. MOISTURE <br />CONTENT <br />y. COMPACTION <br />SOIL TYPE <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Type of campoction equipment and number of unify: 1-SHEEPSFOOT RDLLER <br />Number of passes: VARIED <br />Thickness of lift a inches. <br />Method of adding moisture: NATURAL <br />Type of earth moving equipment and number Of unify: 2-SELF-LOADING SCRAPERS <br />Progress Report: STRIPPING WAS IN PROGRESS IN EMBANKMENT AND BORROW AREAS l'0 REMOVE FROZEN <br />MATERIAL AND VEGETATION, CONSIDERABLE DIFFICULTY WAS ENCOUNTERED IN REMOVAL OF MUCK FROM <br />OLD DRAINAGE DITCH WHICH PASSES Tf-IRY7UGM THE EMBANKMENT AREA; EQUIPMENT KEPT GETTING STUCK. <br />A SMALL AMOUNT OF FILL WAS PLACED ON DOWNSTREAM TOE, NOT ENOUGH TO REQUIRE TESTING. A <br />STANDARD PROCTOR DENSITY TEST WAS PERFORMED. TEMPERATURE WAS 25° TO 30°F, VERY WINDY AND <br />LIGHT SNOW. <br />,;,~„~ <br />S„ <br /> <br />W <br />I <br />Approved by. <br />WNH:NG WILLIAM <br />P.E, <br />1~0! SOUTM FEDERAL BLVD SUITE D DENVER, COLOR A00 80219 (3037 934.54'3 <br />