Use the soil conversion chart to estimate LCY of excavated material: Initial Soil Type Soil Condition Bank Convited to: Loose Compacted day Bank 100 127 0.90 Loose 0.79 100 0.71 I Compact ed 111 141 100 Common earth Bank 100 125 0.90 Loose 0.80 100 0.72 Compact ed 111 139 100 Rock (blast ed) Bank 100 150 130 Loose 0.67 100 0.87 Compact ed 0.77 115 100 Sand Bank 100 12 0.95 Loose 0.89 100 0.85 Compact ed 105 118 100 1. Your excavator will be removing 367 BCY of clay. What will the total volume of loose clay be after it has been dug up?