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<br />KI✓ CAPACITY
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<br />p IfTL1fL Py� D A 6ok WITH11J WA?t- OL646P = I rp.3 AGR��s
<br />UnIIVfRs+AL Sall. wod.76 EQIJATIOIJ- 3YEAR Sepim -r VoI,uME =1.92 AF
<br />�, ltuNOFF FOR 10 YEAR -24 HOAR 51'OF? t•''I =1,20 4 F
<br />TOTAL. 0,61LIOMP VOLUMIF, =3.12 AF
<br />Po�D VOLUM E
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<br />SECTION 8.
<br />REVISIOINS
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<br />GENERAL NOTES Division of Minerals ar I Geolop
<br />I
<br />1. FOUNDATION PREPARATION: ALL TOPSOIL, ORGANIC AND DELETERIOUS MATERIALS SHALL BE RE-
<br />MOVED FROM BENEATH THE EMBANKMENT. ANY LOOSE OR SOFT MATERIALS SHALL BE REMOVED.
<br />FILL PLACED ON SLOPES STEEPER THAN FIVE HORIZONTAL TO ONE VERTICAL SHALL BE KEYED INTO
<br />THE SLOPE BY BENCHING.
<br />2. EMBANKMENT TO BE CONSTRUCTED B" MIN. OR 5% HIGHER THAN DESIGN GRADE - WHICHEVER IS
<br />GREATER TO ALLOW FOR SETTLEMENT.
<br />PEG _ T
<br />3. EMBANKMENT MATERIALS: THE SEDIMENT POND EMBANKMENT SHALL BE CONSTRUCTED WITH
<br />CLEAN, COHESIVE FILL MATERIAL MEETING THE FOLLOWING REQUIREMENTS:
<br />LIQUID LIMIT: BETWEEN 30 AND 50
<br />PLASTICITY INDEX: BETWEEN 10 AND 25 '3
<br />FINES: MIN. 70% PASSING NO. 200 SIEVE q
<br />4. ALL MATERIALS PLACED IN THE EMBANKMENT SHALL BE COMPACTED TO 96% OF MAXIMUM DENSITY Q
<br />AT OPTIMUM MOISTURE PER A.S.T.M. DOW (STANDARD PROCTOR) AND IN ACCORDANCE WITH THE
<br />SPECIFICATION& CUT SECTIONS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 8" AND RECOM-
<br />PACTED TO SPECIFIED DENSITY. `
<br />S. COORDINATE SYSTEM, SHOWN ON MAPS, IS BASED ON COLORADO STATE PLANE COORDINATE SYSTEM, �.
<br />NORTH ZONE, CORRECTED TO MEAN GROUND COORDINATES. TO CHANGE TO COLORADO STATE
<br />PLANE, SEA LEVEL, COORDINATES DIVIDE BY 1.0003210.
<br />ORD CURRENT DRAWING
<br />7AL DATE STATUS INITIAL DATE ENGINEERS- CONSTRUCTORS
<br />MA Pmummmv ON ��� � SALT LAKE CITY UTAH
<br />AR•IIOVW FM TITLE p �,51>jp.�,AlDo M I N tr, Lj U 2 FA G E FAIC I L I T I Ey
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<br />GEM. REVISION5 TO RFLI P070
<br />O ApeoYED Fdbe QUOTE GAVS7RUGTAGW
<br />1 12p.noUe,�O Ji;JerSion 1i +c,4 be,%.;/
<br />GCB
<br />f AIP Lt✓E6
<br />SECTION 8.
<br />REVISIOINS
<br />I-T
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<br />BY CHK'D. APP•D. DRAWING NO. TITLE DATE ISSUE REV. TO FOR
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<br />N.33t,205.25
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<br />54940
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<br />71
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<br />r -
<br />GENERAL NOTES Division of Minerals ar I Geolop
<br />I
<br />1. FOUNDATION PREPARATION: ALL TOPSOIL, ORGANIC AND DELETERIOUS MATERIALS SHALL BE RE-
<br />MOVED FROM BENEATH THE EMBANKMENT. ANY LOOSE OR SOFT MATERIALS SHALL BE REMOVED.
<br />FILL PLACED ON SLOPES STEEPER THAN FIVE HORIZONTAL TO ONE VERTICAL SHALL BE KEYED INTO
<br />THE SLOPE BY BENCHING.
<br />2. EMBANKMENT TO BE CONSTRUCTED B" MIN. OR 5% HIGHER THAN DESIGN GRADE - WHICHEVER IS
<br />GREATER TO ALLOW FOR SETTLEMENT.
<br />PEG _ T
<br />3. EMBANKMENT MATERIALS: THE SEDIMENT POND EMBANKMENT SHALL BE CONSTRUCTED WITH
<br />CLEAN, COHESIVE FILL MATERIAL MEETING THE FOLLOWING REQUIREMENTS:
<br />LIQUID LIMIT: BETWEEN 30 AND 50
<br />PLASTICITY INDEX: BETWEEN 10 AND 25 '3
<br />FINES: MIN. 70% PASSING NO. 200 SIEVE q
<br />4. ALL MATERIALS PLACED IN THE EMBANKMENT SHALL BE COMPACTED TO 96% OF MAXIMUM DENSITY Q
<br />AT OPTIMUM MOISTURE PER A.S.T.M. DOW (STANDARD PROCTOR) AND IN ACCORDANCE WITH THE
<br />SPECIFICATION& CUT SECTIONS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 8" AND RECOM-
<br />PACTED TO SPECIFIED DENSITY. `
<br />S. COORDINATE SYSTEM, SHOWN ON MAPS, IS BASED ON COLORADO STATE PLANE COORDINATE SYSTEM, �.
<br />NORTH ZONE, CORRECTED TO MEAN GROUND COORDINATES. TO CHANGE TO COLORADO STATE
<br />PLANE, SEA LEVEL, COORDINATES DIVIDE BY 1.0003210.
<br />ORD CURRENT DRAWING
<br />7AL DATE STATUS INITIAL DATE ENGINEERS- CONSTRUCTORS
<br />MA Pmummmv ON ��� � SALT LAKE CITY UTAH
<br />AR•IIOVW FM TITLE p �,51>jp.�,AlDo M I N tr, Lj U 2 FA G E FAIC I L I T I Ey
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<br />NO DESCRIPTION
<br />GEM. REVISION5 TO RFLI P070
<br />O ApeoYED Fdbe QUOTE GAVS7RUGTAGW
<br />1 12p.noUe,�O Ji;JerSion 1i +c,4 be,%.;/
<br />GCB
<br />f AIP Lt✓E6
<br />SECTION 8.
<br />REVISIOINS
<br />I-T
<br />5 5 00 +o f.00
<br />joQEMC?GENC SPILLWAY ,� ns-r EL 54+81..20 - " - SLOPE 797
<br />- _
<br />54130
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<br />o +a.00
<br />F7 le. P:I L ErlPoPC LILY .API LL SWAY
<br />It pEem(TV?) Pt= IWeGI PA L III rI L.II'Y
<br />195.00 �i
<br />10.0 -11 01% &M�5A,4W -MF J-f
<br />5.0' EI.• r�v46$.50
<br />BERM 6X16T1►Jy
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<br />REFERENCE DRAWINGS ISSUE RECORD
<br />BY CHK'D. APP•D. DRAWING NO. TITLE DATE ISSUE REV. TO FOR
<br />9- %Ak-e-- I18. Sltfi, 1,2 b 4 I I Pole ro . I wwam FW A-i Pf►�rrt'Ir�4 I
<br />14'G -G- %IG P�a/WpI� S,sit6a/�y ,r ,r�
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<br />i
<br />ENGR,
<br />CK
<br />,rsu
<br />�vn\
<br />C..� 1081
<br />i
<br />ld 310,2.8000
<br />�� / E..1110r3�e21,58
<br />1
<br />v)
<br />1 �1I1'I
<br />5
<br />- -I
<br />Ali
<br />N.33t,205.25
<br />g'T,Tt?8,9�2.99
<br />ovV
<br />53
<br />04. 1p
<br />54940
<br />Im
<br />71
<br />i
<br />r -
<br />GENERAL NOTES Division of Minerals ar I Geolop
<br />I
<br />1. FOUNDATION PREPARATION: ALL TOPSOIL, ORGANIC AND DELETERIOUS MATERIALS SHALL BE RE-
<br />MOVED FROM BENEATH THE EMBANKMENT. ANY LOOSE OR SOFT MATERIALS SHALL BE REMOVED.
<br />FILL PLACED ON SLOPES STEEPER THAN FIVE HORIZONTAL TO ONE VERTICAL SHALL BE KEYED INTO
<br />THE SLOPE BY BENCHING.
<br />2. EMBANKMENT TO BE CONSTRUCTED B" MIN. OR 5% HIGHER THAN DESIGN GRADE - WHICHEVER IS
<br />GREATER TO ALLOW FOR SETTLEMENT.
<br />PEG _ T
<br />3. EMBANKMENT MATERIALS: THE SEDIMENT POND EMBANKMENT SHALL BE CONSTRUCTED WITH
<br />CLEAN, COHESIVE FILL MATERIAL MEETING THE FOLLOWING REQUIREMENTS:
<br />LIQUID LIMIT: BETWEEN 30 AND 50
<br />PLASTICITY INDEX: BETWEEN 10 AND 25 '3
<br />FINES: MIN. 70% PASSING NO. 200 SIEVE q
<br />4. ALL MATERIALS PLACED IN THE EMBANKMENT SHALL BE COMPACTED TO 96% OF MAXIMUM DENSITY Q
<br />AT OPTIMUM MOISTURE PER A.S.T.M. DOW (STANDARD PROCTOR) AND IN ACCORDANCE WITH THE
<br />SPECIFICATION& CUT SECTIONS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 8" AND RECOM-
<br />PACTED TO SPECIFIED DENSITY. `
<br />S. COORDINATE SYSTEM, SHOWN ON MAPS, IS BASED ON COLORADO STATE PLANE COORDINATE SYSTEM, �.
<br />NORTH ZONE, CORRECTED TO MEAN GROUND COORDINATES. TO CHANGE TO COLORADO STATE
<br />PLANE, SEA LEVEL, COORDINATES DIVIDE BY 1.0003210.
<br />ORD CURRENT DRAWING
<br />7AL DATE STATUS INITIAL DATE ENGINEERS- CONSTRUCTORS
<br />MA Pmummmv ON ��� � SALT LAKE CITY UTAH
<br />AR•IIOVW FM TITLE p �,51>jp.�,AlDo M I N tr, Lj U 2 FA G E FAIC I L I T I Ey
<br />PMwL INIfgN - $M tr U S r ^,0 6 A
<br />IN p wL 0I k/ P GJ t46 J'T r•ED P' I
<br />GUMPURCHAN
<br />Aw0oVSPM �llll(/ rya, FOR'1 &4,f&l9#1I f%II1&64)utALN)1wc•. �,AIL6vw�p GDS
<br />O0M°"°L'10M
<br />SCALE JJOB M04FUDU
<br />Ii�.Bil1► ¢ 344- t " Z 4 4-J O
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