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amec� <br />Eriviron <br />mental <br />Blasting was performed in these areas Tuesday (1/5/2010), Wednesday (1/6/2010), and <br />Thursday (1/7/2010). <br />G) Material Processing <br />1) South Cresson Clay Processing Area <br />Processing of Soil Liner Fill material continued at the South Cresson Clay Process. A CAT D -8 <br />dozer, a CAT 320 excavator, and a CAT 966 front -end loader were used to process the material. <br />Location <br />Week <br />tons <br />emulative <br />Comments <br />So Cresson Clay Processing <br />19,647 <br />164,761 <br />Comments <br />Squaw Gulch Processing <br />0 <br />35,816 <br />Processing in area complete. <br />Total <br />19,647 <br />196,669 <br />Includes processed before break. <br />2) Low Volume Solution Collection Fill <br />Processing of Soil Liner Fill material continued at the South Cresson Clay Process. A CAT D -8 <br />dozer and a CAT 980 front -end loader were used to process the material. <br />H) ADR and Crusher Waterlines <br />Pipe trench excavation and bedding was performed throughout the week for the Crushing <br />waterline using a CAT 330 excavator and a CAT 966 front -end loader. The pipe bedding material <br />was moisture conditioned and compacted using the bucket of the CAT 330 excavator. <br />Approximately 75 linear feet of pipe trench was excavated and bedded during the week. <br />Preparations for ADR waterline tie -ins were performed throughout the shift. Exposure of existing <br />waterlines was performed near stations A24 +00 ( + / -) and E22 +00 ( + / -). <br />The 12" HDPE temporary tie -in was performed, near station E22 +00 ( + / -), was performed Friday <br />January 8, 2010. <br />I) Miscellaneous <br />Haul road construction was performed into the East Cresson Clay Borrow area using two 40 -ton <br />articulating haul trucks loaded with adjacent material by a CAT 966 front -end loader. Material was <br />pushed over the stripped area using a CAT D -8 dozer. <br />III) Underground Workings <br />A) Drilling <br />No work performed during the week. <br />B) Mine Shaft /Stope Remediation <br />Grouting of confirmatory drill holes (missed -no void) at Underground Workings #3006 and #3007 <br />was performed. <br />VLF Weekly Report WE 01.09.10.D.doc <br />Week <br />ulmulative <br />Location <br />�o <br />Comments <br />tons <br />Dump 4 LVSCF Processing <br />27,813 <br />27,813 <br />Includes processed prior to 1/8 <br />H) ADR and Crusher Waterlines <br />Pipe trench excavation and bedding was performed throughout the week for the Crushing <br />waterline using a CAT 330 excavator and a CAT 966 front -end loader. The pipe bedding material <br />was moisture conditioned and compacted using the bucket of the CAT 330 excavator. <br />Approximately 75 linear feet of pipe trench was excavated and bedded during the week. <br />Preparations for ADR waterline tie -ins were performed throughout the shift. Exposure of existing <br />waterlines was performed near stations A24 +00 ( + / -) and E22 +00 ( + / -). <br />The 12" HDPE temporary tie -in was performed, near station E22 +00 ( + / -), was performed Friday <br />January 8, 2010. <br />I) Miscellaneous <br />Haul road construction was performed into the East Cresson Clay Borrow area using two 40 -ton <br />articulating haul trucks loaded with adjacent material by a CAT 966 front -end loader. Material was <br />pushed over the stripped area using a CAT D -8 dozer. <br />III) Underground Workings <br />A) Drilling <br />No work performed during the week. <br />B) Mine Shaft /Stope Remediation <br />Grouting of confirmatory drill holes (missed -no void) at Underground Workings #3006 and #3007 <br />was performed. <br />VLF Weekly Report WE 01.09.10.D.doc <br />