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<br />10' (MIN.) 15' (MIN.)
<br />ELEV. = 4990
<br />ZONE 1- CLAY /SHAM CORE = III = 4987 NOTES:
<br />ALL ZONE 1 MATERIAL SHALL BE COMPACTED TO A MINIMUM 959 _ PE t'`. 1. EACH LAYER OF FILL SHALL BE SCARIFIED TO ALLOW
<br />ASTM- D698 -78 STANDARD PROCTOR 0 f2% OF OPTIMUM MOISTURE SLO ;,, SAND ND" PROPER BONDING BETWEEN LAYERS.
<br />CONTENT. ✓ VARIES 2 Gravel 3'•r GRAVEL
<br />RANDOM �It ALLUVIUM 2. DENSITY AND MOISTURE CONTENT TESTING SHALL BE DONE
<br />ZONE 2- EMBANICfAENT FIvL ` + 3 DAYS PER WEEK WITH AN AVERAGE OF 7 TESTS PER
<br />ALL ZONE 2 MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% DAY.
<br />ASTM - D698 -78 STANDARD PROCTOR 0 t2% OF OPTIMUM MOISTURE
<br />CONTENT. �' m
<br />BEDROCK SURFACE TO BE SCARIFIED SILT STONE ALL WEATHERED BEDROCK TO BE
<br />PRIOR TO THE PLACEMENT OF FILL EXCAVATED AND REMOVED FROM THE
<br />MATERIALS. 5 FOUNDATION OF THE BERM. WEATHERED
<br />L20'JBEDROCK SHALL BE REMOVED UNTIL
<br />COMPETANT BEDROCK IS EXPOSED.
<br />Al ZEDSIGNA1lRE�— DATE -r\"]/-Al lbrrl AIAArn CJ ll
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<br />—� — EXI5TING 6A5 LINE tl '
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<br />tj plica6on (Coal only)
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<br />CONPI(.dIZATION OP a MINING CELL515 CONCE"K
<br />4E 519 Of VIE CELL5 MAY Vl VIE fO 50L AV
<br />59 CONIATION5.
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