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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 />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: July 16, 2011 <br />Reporting Period: 7/10/11 through 7/16/11 <br />Ambient Temperature Range (F): Low: 51°F to 56 °F ( + / -) High: 70 °F to 84 °F ( + / -) <br />AMEC CQA: Personnel On -site through the Reporting Period (See Attachment A). <br />AMES/Lonestar: None <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />ame <br />Project No.: 84201125E0 <br />Contractor: Ames Construction Co., Inc. <br />Shift: Day <br />I) EARTHWORKS <br />A) Subgrade Preparation <br />1) VLF <br />A CAT 563 vibratory smooth drum compactor was used to compact subgrade between stations <br />H4 +00 ( + / -) and H11 +00 ( + / -), approximately 200 to 400 feet left of centerline. The subgrade <br />surface was moisture conditioned using a tandem axle water truck (when necessary) and <br />compacted with at least 4- passes. <br />Subgrade was inspected and approved for soil liner fill placement by. an AMEC field <br />representative in the area shown on Figure 1. <br />B) Slope Contouring <br />1) VLF <br />Slope contouring performed between stations H0 +00 ( + / -) and H6 +00 ( + / -), approximately 0 to <br />400 feet right of centerline. Slope contouring was performed using two CAT D -6 LGP dozers <br />and a CAT 312 excavator with a rock hammer attachment to remove rocks protruding from the <br />subgrade surface. Excess material generated during slope contouring was loaded into CAT 40- <br />ton articulating haul truck using a CAT 312 excavator and was hauled to an overburden storage <br />area designated by CC &V. <br />VLF Weekly Report WE 07.16.2011 <br />