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<br />REVICIM REVISIONS REFERENCE ORAW1 tug ISSUE RECORO
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<br />SEDIMENT VOL UMG 61,63 A, F,
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<br />1,P40
<br />LIOUN) LIMIT: BETWEEN 30 AND SS S. CLAY LINER: THE CLAY LINER SHALL BE
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<br />PLASTICITY INDE7(: BETWEEN 10 AND 21 CONSTRUCTED OF MATERIAL CONFORMING
<br />PINES: MIN. 7011 PASSING NO. 200 SIEVE TO THE REQUIREMENTS OF NOTE 3. AS AN
<br />(° 32j
<br />ALTERNATE A SENTONITE CLAY LINER
<br />I FOUNDATION PREPARATION: ALL tOP- 4. FILTER MATERIALS: FILTER MATERIALS MAY BE USED CONSISTING OF TWO APPLI-
<br />001L, ORGANIC AND DELETERIOUS IOM-
<br />1, bob
<br />5624
<br />I
<br />S• ib'I
<br />1 66
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<br />ING GRADATION REQUIREMENTS OF ASTM RAKED, SCARIFIED OR DISK BLENDED WITH
<br />I l ebb
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<br />SOFT MATERIAL @HALL SS REMOVED. FILL
<br />G33 _ A PINE A<iOREdATE. !; THE EXISTING SOIL TO A DEPTH OF APPROX-
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<br />I,TT Mining ann Safety
<br />NOTES:
<br />1. THE DAM EMBANKMENT SHALL BE OVER-
<br />STRUCTED WITH A CLEAN, COHESIVE FILL TOR) IN ACCORDANCE WITH SPECIFICA-
<br />BIMLT IN A CANNER FROM W-0” AT THE
<br />MATERIAL MEETING THE FOLLOWING RE- TION 4.3^02.
<br />ABUTMENT TO 1' -3- AT THE MAXIMUM
<br />QUIREMENTS:
<br />EMBANKMENT SECTION ABOVE THE ELE-
<br />LIOUN) LIMIT: BETWEEN 30 AND SS S. CLAY LINER: THE CLAY LINER SHALL BE
<br />VATION SHOWN ON THE DRAWINGS TO
<br />ALLOW FOR SETTLEMENT.
<br />PLASTICITY INDE7(: BETWEEN 10 AND 21 CONSTRUCTED OF MATERIAL CONFORMING
<br />PINES: MIN. 7011 PASSING NO. 200 SIEVE TO THE REQUIREMENTS OF NOTE 3. AS AN
<br />ALTERNATE A SENTONITE CLAY LINER
<br />I FOUNDATION PREPARATION: ALL tOP- 4. FILTER MATERIALS: FILTER MATERIALS MAY BE USED CONSISTING OF TWO APPLI-
<br />001L, ORGANIC AND DELETERIOUS IOM-
<br />SHALL CONMi OF FREE - DRAINING SAND, CATIONS OF OENTONITE POWDER AT 1.0
<br />TERIALS SMALL SE REMOVED FROM BE-
<br />GRAVEL, SLAG oR CRUSHED STONE MEET- FNF EACH. EACH APPLICATION SHALL NE
<br />HEATH THE EMBANKMENT. ANY LOOSE OR
<br />ING GRADATION REQUIREMENTS OF ASTM RAKED, SCARIFIED OR DISK BLENDED WITH
<br />SOFT MATERIAL @HALL SS REMOVED. FILL
<br />G33 _ A PINE A<iOREdATE. !; THE EXISTING SOIL TO A DEPTH OF APPROX-
<br />PLACED ON SLOPES STEEPER THAN FIVE
<br />4 IN. AND COMPACTED. TOTAL COMPACTED
<br />HORIZONTAL TO ONE VERTICAL SHALL 0. ALL MATERIALS PLACED IN THE EMBANK - THICKNESS OF BENTONITE LINER SHALL BE
<br />BE KEYED INTO THE SLOPE BY BENCHING-
<br />MINT SHALL BE COMPACTED TO SN% OF AT LEAST 8 INCHES.
<br />MAXIMUM DENSITY AT OPTIMUM MOIS-
<br />3. EMBANKMENT MATERIALS: THE 001-
<br />TORE PER 021M D41SS (STANDARD PROG
<br />--
<br />MENT POND EMBANKMENT SHALL BE CON-
<br />- - -- - - - -- - - - --- -- - - - --
<br />- -
<br />ENGR.
<br />RECORD CURRENT DRAWING
<br />NITIA STATUS INITIAL DATE
<br />MINw
<br />y
<br />ENGINEERS - CONSTRUCTORS
<br />SALT LAKE CITY UTAH
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