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Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />D <br />D <br />D <br />D <br />D <br />D <br />D <br />D = Day Shift N = Night Shift <br />7 <br />VLF EARTHWORKS FIELD MONITORING SUMMARY (WEEKLY REPORT) <br />Project Title: CC &V/ Phase 5 <br />Owner: Cripple Creek & Victor Gold Mining Co. <br />Location: Cripple Creek & Victor Gold Mine <br />Work Element: Phase 5 CQA/ VLF <br />Date: October 9, 2010 <br />Reporting Period: 10/03/10 through 10/09/10 <br />Pakt <br />/1/ ame <br />Project No.: 84201125E0 <br />Contractor: Ames Construction Co., Inc. <br />Shift: Day/Night <br />Ambient Temperature Range (F): Low: 35 °F to 46 °F ( + / -) High: 51 ° F to 70 ° F ( + / -) <br />AMEC CQA: Personnel On -site through the Reporting Period (See Attachment A). <br />AMES: No issues. <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />I) EARTHWORKS <br />A) Subgrade Preparation <br />1) VLF <br />Subgrade was inspected approved for soil liner fill placement by an AMEC field representative <br />in the area shown on Figure 1. <br />B) Slope Contouring <br />1) VLF <br />Slope contouring was performed in the following areas: between stations A50 +00 ( + / -) and <br />A62 +00 ( + / -), approximately 50 feet left of centerline to 50 feet right of centerline; between <br />stations H28 +00 ( + / -) and H34.25 ( + / -), approximately 0 to 200 feet left of centerline; between <br />stations J0 +00 ( + / -) and J11 +00 ( + / -), approximately 0 to 300 feet right of centerline and <br />between stations K7 +50 ( + / -) and K8 +00 ( + / -), approximately 50 to 150 feet left of centerline <br />using various CAT dozers and one Komatsu 300 excavator. <br />C) Cut to Fill <br />1) VLF <br />A CAT 385 excavator was used to excavate material from a designated area in the Cresson pit. <br />The material was loaded into CAT 777 and 40 -ton articulating haul trucks and hauled between <br />stations A51 +00 ( + / -) and A62 +00 ( + / -), approximately 20 feet left of centerline to 20 feet <br />VLF Weekly Report WE 10.09.10.D <br />