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Ly 1069 _ ` -_ \\ EARTHWORK NOTES:
<br /> \ 5, _`-
<br /> I/�, EXCAVATION AND FOUNDATION PREPARATION
<br /> - 1 FROM CREST OF EXISTING BERM REMOVE FROZEN SO REMOVE LOOSE GRAVEL AND COBBLES FR IL,
<br /> DELETERIOUS MATERIAL AND ORGANICS.
<br /> 0 10 30 60 90 �� ..:--- -_-. ._ '-- -- _10715---_____ \\\\\\\
<br /> Scale in Feet /�- - ----- -- _. .. — _ __
<br /> - - _ __ = _ \\ \\�\ 2. OVER-EXCAVATE SOFT,YIELDING OR SATURATED AREAS AND BACKFILL WITH COMPACTED SELECT
<br /> ///�.. _ - --- —_ —_- :._ - 10720 FILL.
<br /> BERM RAISE PLAN VIEW /j a — 10725= BER ` �11111 I
<br /> FILL VOLUME:770 CY _ \ i. - m- 10730-' \ P \T 1 7 II!` III 3. PROOF ROLL FINISHED FOUNDATIONS.
<br /> RAISE CREST TO 10�LEVEL-- — \I 1!~I h I III 1111I ( I 1
<br /> I I I I t I(1 4. SCARIFY THE CREST OF THE EXISTING BERM TO A MINIMUM DEPTH OF 6 INCHES.
<br /> —
<br /> _ 5. NOTIFY THE ENGINEER FOR FOUNDATION INSPECTION PRIOR TO FILL PLACEMENT.
<br /> 10720- 00-
<br /> J I I I Il I \
<br /> lI II ! PLACEMENT OF COMPACTED FILL
<br /> \1,l
<br /> 1 \ \\\\ \\ 1. COMPACTED FILL SHALL BE FREE OF ORGANICS AND DELETERIOUS MATERIALS.
<br /> 1 it \ \\\
<br /> ��,, _ 11 II 11 1\\\\ \
<br /> CUR SLUDGE LEVEL / \I 1 1 1 11 1 \\ \ 2. COMPACTED FILL SHALL HAVE A MAXIMUM PARTICLE SIZE OF 8-INCHES AND A MINIMUM OF 15
<br /> ^ATAPPR , 724' ' ` f f/ f/f 1 11 PERCENT PASSING THE#200SIEVE.
<br /> _ - 1 ff / /�/ -A it II11 11 \
<br /> `??0 ` \ f fllf/� 1111 till,
<br /> 1 1 1 111 11\ 7. DO NOT PLACE WHEN THE FILL OR THE FOUNDATION ON WHICH IT WILL BE PLACED IS FROZEN.
<br /> // ,\ \I 11� 8. MAXIMUM LOOSE LIFT THICKNESS SHALL BE 12-INCHES,PLACED IN APPROXIMATELY HORIZONTAL
<br /> 110725 \ j/f f1 I ff/f/ 1 \ \ \ \\\ \\ \ \\ \ LAYERS.
<br /> 9. DISTRIBUTE FILL MATERIAL SUCH THAT IT IS FREE FROM LENSES,POCKETS,STREAKS,LUMPS,OR
<br /> _ LAYERS OF MATERIAL DIFFERING SUBSTANTIALLY IN TEXTURE,GRADATION,OR MOISTURE
<br /> 1073` \ ` j/jj //f f \\ \\ \\\ \ \\ \ CONTENT FROM THE SURROUNDING MATERIAL,SO AS TO FORM AS HOMOGENEOUS A LAYER AS
<br /> \ \ \ PRACTICAL.
<br /> 10. MOISTURE-CONDITION FILL TO WITHIN 2 PERCENT OF OPTIMUM AND COMPACT TO AT LEAST 95
<br /> PERCENT OF THE MAXIMUM STANDARD PROCTOR DENSITY USING A VIBRATORY SHEEPSFOOT
<br /> // /� / \ \\ \ \ \ COMPACTOR OR ALTERNATIVE APPROVED BY ENGINEER.
<br /> 107e9_ — ~~f�/ 1 \\ 11. WHEN THE PLACEMENT COMPACTION AND MOISTURE DO NOT MEET THE REQUIREMENTS ABOVE,
<br /> ` ____ / /// f�� \ \\ \\\\\\ \\\ IMMEDIATELY MAKE ADJUSTMENTS IN PROCEDURES AS NECESSARY TO OBTAIN THE REQUIRED
<br /> ---- ` ' — - 015G� // \\\\\\ \ \\� \ RESULTS.
<br /> __
<br /> _ V 12. REWORK IN-PLACE MATERIALS THAT DO NOT MEET THE SPECIFIED COMPACTION AND MOISTURE
<br /> 6p _ /� �\ \\ \\\\\ REQUIREMENTS UNTIL ACCEPTABLE RESULTS ARE OBTAINED.REWORK MAY INCLUDE REMOVAL,
<br /> _ ` —_-_ 10765,
<br /> -_ �_ REHANDLING,RECONDITIONING,REROLLING,OR COMBINATIONS THEREOF.
<br /> - -
<br /> 13. NOTIFY THE ENGINEER WHEN COMMENCING FILL OPERATIONS AND AT ANY TIME DURING THE
<br /> OPERATIONS THAT THE FILL MATERIAL CHARACTERISTICS APPEAR TO CHANGE.
<br /> \\\-z
<br /> 9
<br /> S
<br /> - 1074 0745
<br /> g 1074 0740
<br /> -_�"'°- . : }„-_ 12'MIN. COMPACTED FILL
<br /> TABLE 2 _
<br /> 1073
<br /> 10735
<br /> Mayflower Sludge Cell „ys FINAL GROUND EL 10732
<br /> Raise to 10,732 1073 SURFACE 1.5 1.5
<br /> 1 F — — — — — �1 2018 SLUDGE LEVEL o730
<br /> Elevation-Area-Capacity Table /
<br /> t _ ton tons
<br /> Water Storage ~~ SURFACE / F
<br /> Elevation Surface Area Capacity `~- W 1072LU
<br /> (feet) (sq.ft.) (cubic feet) 4'' `� ' / \ ono W
<br /> y
<br /> _ ,_ .._... Z /
<br /> E'
<br /> 10,724.0 0 0 I o 1071 / 0715 0
<br /> 10,725.0 6,528 3,264 wow
<br /> � J
<br /> E w 1071 0710 uy
<br /> 10,726.0 14,155 13,605 ;.� w w
<br /> 10,727.0 20,070 30,718 - - ;- 1070 0705
<br /> *..
<br /> 10,728.0 25,077 53,291 -
<br /> 10,729.0 29,975 80,818 _ , Imo 0700
<br /> e 10,730.0 33,552 112,581 _
<br /> ..;t. - 1069 - 0695
<br /> 10,731.01 36,994 147,854
<br /> 10,732.0 40,231 186,466 1D69 10690
<br /> 0+30 BERM RAISE MAXIMUM D
<br /> AXIMUM SECTION 00 1+
<br /> y1,
<br /> `� Yam' a f. li..•..=J 7 '� - '� - ..�
<br /> St
<br /> S
<br /> "Ibis drawing together with any and all odditions, Climax Mine Mayflower Sludge Cell Climax Molybdenum Climax Mine
<br /> ® Zalnme suwroa raEVEw corrections, changes and alterations thereof is the `w
<br /> Z Q property of Climax Molybdenum Company and is - --- - ClIfIlc�JIC Molybdenum Climax,CO
<br /> R. p furnished on the express condition that it shall w A Freeport-McMoRan Company
<br /> 2/19
<br /> Y3 to not be reproduced, copied, lent, or disposed of Z 2019 BERM RAISE PROJECT SAA NONE
<br /> directly or indirectly, nor used for any other w xeo ar
<br /> p"� y � W.W.WHEELER 3700 S.INan srnee* DRAWING NO.
<br /> $ Q purpose than far which it is specifically tarnished w ENaLew000.Co e01 10-340s PLAN AND SECTIONS SIAM 2/19
<br /> f Without the prior Writt@n consent of said Climax Lu 6, ASSOCIATES, INC 303-761-41 30 ,y . 847-`-4001 Q
<br /> Molybdenum Company w...a.........E.a:...., FAX
<br /> 303-761-2802
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