Laserfiche WebLink
11 <br />x <br />M• <br />m <br />ro <br />m <br />n <br />z <br />m <br />0 <br />.o <br />s <br />w <br />m <br />m <br />v <br />G <br />I <br />W <br />TABLE IV.I-1 <br />CUT AND FILL BALANCE <br />DESIGNATION TOTAL <br />EXCAVATION EXCAV. MATERIAL <br />STORED AS <br />TOPSOIL EXCESS EXCAV. <br />MATERIAL AVAIL. TOTAL <br />EMBANKMENT <br />"D" Portal 509,250 87,400 421,850 283,000 <br />Ventilation Entry 8 Access 17,500 0 17,500 17,500 <br />Water Storage Area 8 Access 9,100 4,350 4,750 4,750 <br />Alluvial Wells 1,450 1,450 0 3,850' <br />Plant Access & Refuse Haul Road 90,000 17,000 73,000 186,500' <br />Refuse Haul Road (County Road to <br />Refuse Area) 95,400 26,900 68,500 93,850' <br />County Road 122,650 7,250 115,400 111,550 <br />B-Seam Ventilation Shaft and <br />Access 2,750 1,250 1,500 1,500 <br />TOTAL 848,100 145,600 702,500 702,500 <br />Notes: 1. Material for embankment in excess of Excavated Material available for Embankment will be obtained from the "D" Portal Area. <br />2. Material for embankment obtained from County Road. <br />3. All quantities are in cubic yards. <br />4. Due to unknown ratios of rock, consolidated and unconsolidated materials at the site, shrink and swell factors were neglected. <br />