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a Huddteston-Berry <br />L•'nginrc,iny 4 Tes,ina. LLC <br />Task: Reclamation pile <br />Project No.: 01055 - 0002 <br />Project Name: New Elk Mine <br />Client Name: New Elk <br />Placement Contractor: Purgatoire Valley Construction <br />Contractor Representative: Al Weaver/New Elk Mine <br />SOIL COMPACTION TEST REPORT <br />Tested By: BJR Date: 1/29/11 <br />Work Order No: 17188 <br />Authorized By: Client Date: 1/28/11 <br />Reviewed By: JAL Date: <br /> <br />No <br /> <br />Test Location /Observation Area <br /> <br />[ion (AP <br /> <br />Lab No. <br />Mnsaiz Dry <br />Uc <br />ty (pcf) <br /> <br />Moisture (%) Optimum Number of <br /> <br />Passes/Dry <br />(peo <br />Moiswrc <br /> <br />Content (%) <br />Relative <br /> <br />Comp. (% } <br />Meet <br /> <br />Spm <br />Remark <br /> <br />Deflection ! Pumping Noted <br /> <br />1 DWDA between ditch 5.350' west and i 10' south <br /> <br /> <br />of <br />culvert at east end of ditch 5 <br /> <br />0 <br /> <br />1-00'8 <br /> <br />96.7 <br /> <br />12.3 <br /> <br />95 <br /> <br />4.0 <br /> <br />98 <br /> <br />Y <br /> <br />south side of crest <br />2 DWDA between ditch 5.200' west and 90' south <br /> <br />of culvert at east end of ditch S 0 H-0022 <br />96.7 <br />12.3 <br />99.0 <br />3.0 <br />100+ <br />Y <br />south side of crest <br /> <br />3 DWDA between ditch 5.90' west and 0' south of <br />culvert at east end of ditch S <br /> <br />0 <br /> <br />"-0028 <br /> <br />96.7 <br /> <br />12.3 <br /> <br />100.0 <br /> <br />4.0 <br /> <br />100+ <br /> <br />Y <br /> <br />top ofcrest <br />4 DWDA between ditch 5.210' west and 40' north <br />of culvert at east end of ditch 5 0 11-0028 96.7 12.3 116.9 3.0 100+ Y top ofcrest <br /> <br />5 DWDA between ditch 5.320' west and 0' north of <br /> <br />culvert at east end of ditch 5 <br />0 <br />it-0028 <br />96.7 <br />12.3 <br />114.2 <br />4.0 <br />100+ <br />Y <br />north side of crest <br />6 DWDA between ditch 5.380' west and 50' south <br />of culvert at east end of ditch 5 0 tt-0o2s 96.7 12.3 93.4 5.0 97 Y top ofcrest <br /> <br />7 DWDA between ditch 5. 430' west and 100' south <br /> <br />of culvert at east end of ditch 5 <br />-6 <br />t t oo2s <br />96.7 <br />12.3 <br />104.0 <br />8.0 <br />100+ <br />Y <br />center of crest under power lines <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Compaction /Proof Equipment: Not present at time of testing <br />Material Type: Waste ore etc. Minimum Density: <br />Remarks: Elevations and locations are approximate, moisture by carbide method <br />% Within -,. and +- % of Optimum Moisture Content <br />Gauge Number: 17410 Density Counts: 2254 Moisture Counts: 660 <br />Record No. 2 S <br />2