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<br />_REVISIONS
<br />DE ��rDATE I BY HR. I APP"D ORA
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<br />ICA_- Yom- 4 NGU 'TC'FLN+
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<br />PLACED ON SLOPES STEEPER THAN FIVE
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<br />QUIREMENTS:
<br />ICA_- Yom- 4 NGU 'TC'FLN+
<br />LIQUID LIMIT: BETWEEN 30 AND 50
<br />EiD�ENOLE LEG�N`?
<br />P! ASTICITY INDEX: BETWEEN 10 AND 25
<br />® FILL ?PD R* Il.lr IZICs (ciO�Jp gILT)
<br />L_ .
<br />FINES: MIN. 70% PASSING NO. 200 SIEVE
<br />GlAYSTdNE- �iILTY To V�iY 51LN UR5r0N-
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<br />SOIL, ORGANIC AND DELETERIOUS MA-
<br />CGipL Dpi, BRAY TC bLAG)C..
<br />TERIALS SHALL BE REMOVED FROM BE
<br />GRAVEL, SLAG OR CRUSHED STONE MEET -
<br />NEATH THE EMBANKMENT. ANY LOOSE OR
<br />K F FA %TIFi , 'slw H'(l
<br />L PK15
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<br />PLACED ON SLOPES STEEPER THAN FIVE
<br />(�-r1, LI
<br />HORIZONTAL TO ONE VERTICAL SHALL
<br />b�F*INED�Ld�sy1 To At1.EID LaRA'=
<br />BE KEYED INTO THE SLOPE BY BENCHING.
<br />MENT SHALL BE COMPACTED TO 95% OF
<br />5ii.'r PIN>= '.I�ND,r�LAYEY, `:i�cif� b•
<br />ELI Cq?L- FRAG'fU�� 6LG�
<br />2
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<br />NOTES-
<br />1 . THE DAM EMBANKMENT SHALL BE OVER
<br />�o
<br />BUILT IN A CAMBER FROM 0'-0" AT THE
<br />MATERIAL MEETING THE FOLLOWING RE
<br />ABUTMENT TO 1' -3" AT THE MAXIMUM
<br />QUIREMENTS:
<br />EMBANKMENT SECTION ABOVE THE ELE-
<br />LIQUID LIMIT: BETWEEN 30 AND 50
<br />VATION SHOWN ON THE DRAWINGS TO
<br />P! ASTICITY INDEX: BETWEEN 10 AND 25
<br />ALLOW FOR SETTLEMENT.
<br />FINES: MIN. 70% PASSING NO. 200 SIEVE
<br />2. FOUNDATION PREPARATION: ALL TOP-
<br />4. FILTER MATERIALS: FILTER MATERIALS
<br />SOIL, ORGANIC AND DELETERIOUS MA-
<br />SHALL CONUST OF FREE - DRAINING SAND,
<br />TERIALS SHALL BE REMOVED FROM BE
<br />GRAVEL, SLAG OR CRUSHED STONE MEET -
<br />NEATH THE EMBANKMENT. ANY LOOSE OR
<br />ING GRADATION REQUIREMENTS OF ASTM
<br />SOFT MATERIAL SHALL BE REMOVED. FILL
<br />C -33 CONC. AGGREGATE, FINE AGGREGATE.
<br />PLACED ON SLOPES STEEPER THAN FIVE
<br />C
<br />C
<br />HORIZONTAL TO ONE VERTICAL SHALL
<br />5. ALL MATEFIALS PLACED IN THE EMBANK
<br />BE KEYED INTO THE SLOPE BY BENCHING.
<br />MENT SHALL BE COMPACTED TO 95% OF
<br />MAXIMUM DENSITY AT OPTIMUM MOIS-
<br />3. EMBANKMENT MATERIALS: THE SEDI-
<br />2
<br />+OD
<br />+I 0
<br />��cG�I;.E -.EM�RGENGY 4,PIL.LWA\(
<br />G•+EICGE.nIc•Y 4P1-6.WAY G&"T GG..9f/i"c
<br />TOR) IN ACCORDANCE WITH SPECIFICA-
<br />VV
<br />NOTES-
<br />1 . THE DAM EMBANKMENT SHALL BE OVER
<br />STRUCTED WITH A CLEAN, COHESIVE FILL
<br />BUILT IN A CAMBER FROM 0'-0" AT THE
<br />MATERIAL MEETING THE FOLLOWING RE
<br />ABUTMENT TO 1' -3" AT THE MAXIMUM
<br />QUIREMENTS:
<br />EMBANKMENT SECTION ABOVE THE ELE-
<br />LIQUID LIMIT: BETWEEN 30 AND 50
<br />VATION SHOWN ON THE DRAWINGS TO
<br />P! ASTICITY INDEX: BETWEEN 10 AND 25
<br />ALLOW FOR SETTLEMENT.
<br />FINES: MIN. 70% PASSING NO. 200 SIEVE
<br />2. FOUNDATION PREPARATION: ALL TOP-
<br />4. FILTER MATERIALS: FILTER MATERIALS
<br />SOIL, ORGANIC AND DELETERIOUS MA-
<br />SHALL CONUST OF FREE - DRAINING SAND,
<br />TERIALS SHALL BE REMOVED FROM BE
<br />GRAVEL, SLAG OR CRUSHED STONE MEET -
<br />NEATH THE EMBANKMENT. ANY LOOSE OR
<br />ING GRADATION REQUIREMENTS OF ASTM
<br />SOFT MATERIAL SHALL BE REMOVED. FILL
<br />C -33 CONC. AGGREGATE, FINE AGGREGATE.
<br />PLACED ON SLOPES STEEPER THAN FIVE
<br />C
<br />C
<br />HORIZONTAL TO ONE VERTICAL SHALL
<br />5. ALL MATEFIALS PLACED IN THE EMBANK
<br />BE KEYED INTO THE SLOPE BY BENCHING.
<br />MENT SHALL BE COMPACTED TO 95% OF
<br />MAXIMUM DENSITY AT OPTIMUM MOIS-
<br />3. EMBANKMENT MATERIALS: THE SEDI-
<br />TURE PER ASTM D -698 (STANDARD PROC
<br />MENT POND EMBANKMENT SHALL BE CON-
<br />TOR) IN ACCORDANCE WITH SPECIFICA-
<br />TION 4- .ir -02.
<br />6. CLAY LINER: THE CLAY LINER SHALL BE
<br />CONSTRUCTED OF MATERIAL CONFORMING
<br />TO THE REQUIREMENTS OF NOTE 3. AS AN
<br />ALTERNATE A BENTONITE CLAY LINER
<br />MAY BE USED CONSISTING OF TWO APPLI
<br />CATIONS OF BENTONITE POWDER AT 1.5
<br />PSF EACH. EACH APPLICATION SHALL BE
<br />RAKED, SCARIFIED OR DISK BLENDED WITH
<br />THE EXISTING SOIL TO A DEPTH OF APPROX.
<br />a
<br />4 IN. AND COMPACTED. TOTAL COMPACTED
<br />Q
<br />THICKNESS OF BENTONITE LINER SHALL BE
<br />AT LEAST 8 INCHES.
<br />C
<br />C
<br />ISSUE RECORD ENGR. RECORD I CURRENT DRAWING fora, XaM &TjM$'C�tah .~ nc, 1f D
<br />TO FOR INITIA DATE STATUS INITIAL DATE ENGINEERS — CONSTRUCTORS
<br />DRAWNSY .p VU6 1144 01 PRELIMINARY SALT LAKE CITY, UTAH les.
<br />OR PLANNING
<br />CHECKED BY /j• Sa
<br />I✓PdaII, rr� C.r% ELECTCK TITLE
<br />APPROVED DESIGN GN
<br />INST CK FINAL DESIGN
<br />MECH CK IN FINAL DESIGN /svy� r'�A
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<br />STRUCT CK APPROVED FOR ryn� ��•f"N'Lf '`i�GTIi.- =1`Jr /i 'F TA A
<br />SQUAD LDR 'tii -Q QUOTE/PURCHASE
<br />rlllc%✓C f'LXwfrJ' CHIEF ENGIDES y / -7 -Q APPROVED FOR FOR ,,,-Gl `rF--. V FUE ,-h IJ'(Ai , tNe, ,A LE W6 G', Gov -14 %, .
<br />CONSTRUCTION
<br />w I�� Mk4W$� PROJ ENG �
<br />APPROVED SCALE JJOB N0. FBB &DU DWG. NO. OWNERS DWG. N0. REV.
<br />APPROVED x SY' � � ✓+ -V ✓��'� d- - II© ZCIV -01 10 4
<br />RECEIVED
<br />SFP 161987
<br />MINED LAND
<br />RECLAMATION DIVISION
<br />00354;
<br />
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