|
C
<br />n
<br />\I
<br />1
<br />r
<br />t
<br />DFA 7
<br />Q100 = 482cfs `
<br />( KIOWA ENGINEERING) PROPOSED 110'
<br />LONG x 130' % `
<br />WIDE SPILLWAY i \
<br />ELEV. 4975.0 ;
<br />PROPOSED 60' NORTH LAKE
<br />WIDE RUNDOWN (36 AC) \
<br />\Q
<br />CHANNEL '
<br />�f
<br />i
<br />PROPOSED 5' 3
<br />WIDE RUNDOWN ,0.
<br />CHANNEL '~t
<br />2 '
<br />BANK i
<br />------ - - - - -- -.DFA 6
<br />—a - -- � -4— -STAErtLTZATiO
<br />FROM UDFCD Q100 = 58cfs --
<br />r-
<br />( KIOWA ENGINEERING) /� �♦
<br />CARLSON ; j
<br />' I EASEMENT; �'
<br />/ 1
<br />♦� v'
<br />' &
<br />_
<br />-�'�ii
<br />i
<br />PROPOSED 110, ' '
<br />LONG x 300' I ; ' ;
<br />\
<br />\
<br />r
<br />i
<br />\
<br />♦
<br />♦
<br />♦
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<br />♦
<br />♦
<br />♦
<br />♦
<br />♦
<br />' T WIDE RUNDOWN APPROXIMATE
<br />CHANNEL 10 -YR �<v 100 -YR
<br />FLOIDDWAY FLOODWAY
<br />' I
<br />NORTHWEST I I RELOCATED
<br />CORNER, PIPELINE TOP OF w
<br />SECTION 23 I BANK , g
<br />IN. 100'
<br />-------
<br />_ _ —
<br />- - — - - — BERM' PROPOSED
<br />LATERAL BERM,
<br />DOWNSTREAM I
<br />/ PROTECTION
<br />EXISTING
<br />LAKE
<br />OIL' �' ♦i
<br />DFA 4 / s RFACE TED
<br />Q100 = 813cfs / I �♦
<br />( KIOWA ENGINEERING)
<br />i 41
<br />SOUTH s t♦
<br />184.98 cc RESERVOIR
<br />(77 AC)
<br />I
<br />/ PROPOSED 100' PROPOSED '
<br />BRANTNER WIDE RUNDOWN BANK I
<br />IRRIGATION CHANNEL STABILIZATION ' ♦ PROPOSED 110' LONG
<br />DITCH I ' I x 250' WIDE SPILLWAY
<br />ELEV. 4986.5 APPROXIMATE
<br />}'' • 100 -YR
<br />FLOODPLAIN
<br />BANK
<br />STABILIZATION
<br />i FROM UDFCD �' of s
<br />tv� tK GOETZ I
<br />EASEMENT '
<br />Pv \ - - -J - -- '23, ------- - - - - --
<br />--------- - - - - --
<br />EXISTING
<br />1 j LAKE
<br />1 �
<br />I
<br />1 � \
<br />PROPOSED
<br />BANK i
<br />STABILIZATION
<br />' TOWER 1 % i LAKE 1
<br />\ EASEMENT
<br />� r �
<br />1
<br />♦ ,
<br />\\ \\ \1
<br />PIT SIDE
<br />DOWNSTREAM ' TYP. 100' UPSTREAM
<br />PIT NORMAL MINIMUM,
<br />WATER SURFACE 3
<br />VEGETATED
<br />r
<br />I 3 �.
<br />TYPE L
<br />RIPRAP
<br />7 1 3 2.0 X
<br />1 2 D50
<br />800 t200 6" TYPE II GRANULAR
<br />BEDDING AND FILTER
<br />LATERAL BERM PROTECTION DETAIL
<br />NTS
<br />100'
<br />UDFCD
<br />SETBACK
<br />6" TYPE II GRANULAR
<br />BEDDING AND FILTER
<br />RIVERSIDE
<br />1.75 X 1.00'
<br />1 D50
<br />2 -YR WATER SURFACE
<br />3.0 X 3.00'
<br />50 RIVER MIN.
<br />RIVER INVERT
<br />5.00' 1
<br />MIN.
<br />TYPE L 1.00'
<br />RIPRAP MIN.
<br />TYPICAL RIVERSIDE PROTECTION DETAIL
<br />18" (MIN.)
<br />GROUTED
<br />BOULDERS
<br />PIT INVERT
<br />100' SETBACK OPTION
<br />NTS
<br />PIT SIDE
<br />15.00'
<br />3
<br />,10
<br />3.00'
<br />MAINTENANCE TOP OF RIVERSIDE BERM
<br />ACCESS TRAIL
<br />1
<br />0.00'
<br />1
<br />PIT SIDE
<br />200'
<br />UDFCD
<br />SETBACK
<br />VEGET
<br />4
<br />1
<br />IL
<br />WIDE
<br />SPILLWAY
<br />N
<br />E
<br />RIVERSIDE
<br />5Q
<br />0
<br />V
<br />/ ELEV.
<br />4978.0
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<br />3.00'
<br />APPROXIMATE
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<br />W a
<br />0 3
<br />\
<br />I
<br />,
<br />,
<br />Ql ♦
<br />0
<br />100 -YR
<br />FLOODPLAIN
<br />/
<br />100'
<br />SlftBACK
<br />2.5
<br />0
<br />DFA 5
<br />Q
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<br />4 TYP.)
<br />!
<br />4�4y�i
<br />,�.
<br />am
<br />CENTRAL
<br />a
<br />S
<br />Q
<br />Q100 = 304cfs
<br />U
<br />RESERVOIR
<br />I
<br />TOWER - B
<br />( KIOWA ENGINEERING)
<br />'p
<br />a
<br />j
<br />(83 AC)
<br />EASEMENT
<br />j
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<br />0
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<br />I
<br />PROPOSED 40'
<br />I
<br />,
<br />\
<br />\
<br />r
<br />i
<br />\
<br />♦
<br />♦
<br />♦
<br />i
<br />♦
<br />♦
<br />♦
<br />♦
<br />♦
<br />' T WIDE RUNDOWN APPROXIMATE
<br />CHANNEL 10 -YR �<v 100 -YR
<br />FLOIDDWAY FLOODWAY
<br />' I
<br />NORTHWEST I I RELOCATED
<br />CORNER, PIPELINE TOP OF w
<br />SECTION 23 I BANK , g
<br />IN. 100'
<br />-------
<br />_ _ —
<br />- - — - - — BERM' PROPOSED
<br />LATERAL BERM,
<br />DOWNSTREAM I
<br />/ PROTECTION
<br />EXISTING
<br />LAKE
<br />OIL' �' ♦i
<br />DFA 4 / s RFACE TED
<br />Q100 = 813cfs / I �♦
<br />( KIOWA ENGINEERING)
<br />i 41
<br />SOUTH s t♦
<br />184.98 cc RESERVOIR
<br />(77 AC)
<br />I
<br />/ PROPOSED 100' PROPOSED '
<br />BRANTNER WIDE RUNDOWN BANK I
<br />IRRIGATION CHANNEL STABILIZATION ' ♦ PROPOSED 110' LONG
<br />DITCH I ' I x 250' WIDE SPILLWAY
<br />ELEV. 4986.5 APPROXIMATE
<br />}'' • 100 -YR
<br />FLOODPLAIN
<br />BANK
<br />STABILIZATION
<br />i FROM UDFCD �' of s
<br />tv� tK GOETZ I
<br />EASEMENT '
<br />Pv \ - - -J - -- '23, ------- - - - - --
<br />--------- - - - - --
<br />EXISTING
<br />1 j LAKE
<br />1 �
<br />I
<br />1 � \
<br />PROPOSED
<br />BANK i
<br />STABILIZATION
<br />' TOWER 1 % i LAKE 1
<br />\ EASEMENT
<br />� r �
<br />1
<br />♦ ,
<br />\\ \\ \1
<br />PIT SIDE
<br />DOWNSTREAM ' TYP. 100' UPSTREAM
<br />PIT NORMAL MINIMUM,
<br />WATER SURFACE 3
<br />VEGETATED
<br />r
<br />I 3 �.
<br />TYPE L
<br />RIPRAP
<br />7 1 3 2.0 X
<br />1 2 D50
<br />800 t200 6" TYPE II GRANULAR
<br />BEDDING AND FILTER
<br />LATERAL BERM PROTECTION DETAIL
<br />NTS
<br />100'
<br />UDFCD
<br />SETBACK
<br />6" TYPE II GRANULAR
<br />BEDDING AND FILTER
<br />RIVERSIDE
<br />1.75 X 1.00'
<br />1 D50
<br />2 -YR WATER SURFACE
<br />3.0 X 3.00'
<br />50 RIVER MIN.
<br />RIVER INVERT
<br />5.00' 1
<br />MIN.
<br />TYPE L 1.00'
<br />RIPRAP MIN.
<br />TYPICAL RIVERSIDE PROTECTION DETAIL
<br />18" (MIN.)
<br />GROUTED
<br />BOULDERS
<br />PIT INVERT
<br />100' SETBACK OPTION
<br />NTS
<br />PIT SIDE
<br />15.00'
<br />3
<br />,10
<br />3.00'
<br />MAINTENANCE TOP OF RIVERSIDE BERM
<br />ACCESS TRAIL
<br />1
<br />0.00'
<br />1
<br />PIT SIDE
<br />200'
<br />UDFCD
<br />SETBACK
<br />VEGET
<br />4
<br />1
<br />RIVER INVERT 1 W r
<br />0
<br />0
<br />Q �I
<br />> ai
<br />J °'
<br />..¢zo
<br />TYPICAL RIVERSIDE PROTECTION DETAIL W o 0
<br />200' SETBACK OPTION
<br />NTS
<br />CONCRETE RIVERSIDE
<br />CUTOFF WALLS,
<br />4000 psi
<br />1.75 X
<br />650
<br />5 -YR FLOOD ELEVATION
<br />2 -YR FLOOD ELEVATION
<br />LiVLGtIAItU� � � 4 � \
<br />3.00'
<br />100' MAX.
<br />3.0 X �
<br />TYPE M RIPRAP D50
<br />6" TYPE II GRANULAR
<br />BEDDING AND FILTER
<br />TYPICAL SIDE- CHANNEL
<br />SPILLWAY CROSS SECTION
<br />NTS
<br />CONSTANT SPILLWAY
<br />SIDE SLOPE
<br />1
<br />VEGETATED
<br />SIDE CHANNEL SPILLWAY
<br />CENTER CROSS SECTION
<br />EXISTING
<br />GROUND
<br />5.00'
<br />3.00'
<br />NTS
<br />CONCRETE CUTOFF WALL
<br />(4,000 psi)
<br />18" (MIN.)
<br />GROUTED
<br />BOULDERS
<br />PIT SIDE SLOPE
<br />VVERT—L
<br />3.00'
<br />*TO BE CONSTRUCTED BY
<br />FUTURE OPERATOR OF
<br />RESERVOIR
<br />2' DEEP, 3:1 SIDESLOPES
<br />TYPICAL RUNDOWN CHANNEL for OFFSITE FLOWS
<br />NTS
<br />ADDITIONAL NOTES:
<br />1, RECONSTRUCTED DRAWING FROM ORIGINAL BANKS AND 4. RUNDOWN CHANNEL LOCATIONS ARE APPROXIMATED
<br />GESSO DRAWING, 3/21/2000 ACCORDING TO STUDY DONE BY KIOWA ENGINEERING.
<br />LOCATIONS MAY VARY DEPENDING ON WHERE OFFSITE
<br />2. EASEMENT BOUNDARIES OBTAINED FROM FILES PROVIDED BY FLOWS ARE ROUTED.
<br />UDFCD. BOUNDARIES LOCATED WITH AS MUCH ACCURACY
<br />AS POSSIBLE WITH INFORMATION GIVEN. 5. ALL PROTECTED AREAS MAY CONTAIN RIPRAP WITH
<br />VEGETATION ABOVE THE ORDINARY HIGH WATER LINE IN
<br />3. MINIMUM SETBACKS ARE SHOWN ASSUMING FULL RIVERSIDE ACCORDANCE WITH SECTION 2.3.2 OF UDFCD GRAVEL
<br />BANK PROTECTION. IF RIVERSIDE BANK PROTECTION IS NOT MINING TECHNICAL GUIDELINES, 1987.
<br />CONSTRUCTED, MINIMUM SETBACKS WILL BE 300'.
<br />1 5.00'
<br />ACCESS TRAIL
<br />SCA
<br />NOTE: /
<br />POTENTIAL WETLAND AREAS ARE FROM IRRIGATION
<br />O1
<br />TAILWATERS. IRRIGATION WATER WILL BE CUT OFF
<br />AND THESE AREAS WILL DRY OUT.
<br />O2 UNDISTURBED WETLAND AREAS
<br />LEGEND
<br />PERMIT AMENDMENT BOUNDARY
<br />— - - — - - — SECTION LINE
<br />SHORE LINE
<br />TOPO CONTOUR
<br />ROAD PAVED
<br />------------
<br />___ ROAD UNPAVED
<br />E -470 ALIGNMENT
<br />RIVER
<br />DITCH
<br />—P —P — UNDERGROUND PIPE LINE
<br />CLAY LINED AREAS
<br />SLURRY WALL
<br />WETLAND /WILDLIFE HABITAT
<br />WATER STORAGE RESERVOIR
<br />NATIVE GRASS & SHRUBS
<br />NATIVE TREES AND BRUSH
<br />UNDISTURBED VEGETATION
<br />•------------- - - - - -• EXISTING EASEMENTS
<br />100 -YR FLOODPLAIN
<br />100 -YR FLOODWAY
<br />RECEIVED
<br />PAR 2 2 2002
<br />Jivision of Minerals and Geology
<br />cc dU���
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<br />RIVER INVERT 1 W r
<br />0
<br />0
<br />Q �I
<br />> ai
<br />J °'
<br />..¢zo
<br />TYPICAL RIVERSIDE PROTECTION DETAIL W o 0
<br />200' SETBACK OPTION
<br />NTS
<br />CONCRETE RIVERSIDE
<br />CUTOFF WALLS,
<br />4000 psi
<br />1.75 X
<br />650
<br />5 -YR FLOOD ELEVATION
<br />2 -YR FLOOD ELEVATION
<br />LiVLGtIAItU� � � 4 � \
<br />3.00'
<br />100' MAX.
<br />3.0 X �
<br />TYPE M RIPRAP D50
<br />6" TYPE II GRANULAR
<br />BEDDING AND FILTER
<br />TYPICAL SIDE- CHANNEL
<br />SPILLWAY CROSS SECTION
<br />NTS
<br />CONSTANT SPILLWAY
<br />SIDE SLOPE
<br />1
<br />VEGETATED
<br />SIDE CHANNEL SPILLWAY
<br />CENTER CROSS SECTION
<br />EXISTING
<br />GROUND
<br />5.00'
<br />3.00'
<br />NTS
<br />CONCRETE CUTOFF WALL
<br />(4,000 psi)
<br />18" (MIN.)
<br />GROUTED
<br />BOULDERS
<br />PIT SIDE SLOPE
<br />VVERT—L
<br />3.00'
<br />*TO BE CONSTRUCTED BY
<br />FUTURE OPERATOR OF
<br />RESERVOIR
<br />2' DEEP, 3:1 SIDESLOPES
<br />TYPICAL RUNDOWN CHANNEL for OFFSITE FLOWS
<br />NTS
<br />ADDITIONAL NOTES:
<br />1, RECONSTRUCTED DRAWING FROM ORIGINAL BANKS AND 4. RUNDOWN CHANNEL LOCATIONS ARE APPROXIMATED
<br />GESSO DRAWING, 3/21/2000 ACCORDING TO STUDY DONE BY KIOWA ENGINEERING.
<br />LOCATIONS MAY VARY DEPENDING ON WHERE OFFSITE
<br />2. EASEMENT BOUNDARIES OBTAINED FROM FILES PROVIDED BY FLOWS ARE ROUTED.
<br />UDFCD. BOUNDARIES LOCATED WITH AS MUCH ACCURACY
<br />AS POSSIBLE WITH INFORMATION GIVEN. 5. ALL PROTECTED AREAS MAY CONTAIN RIPRAP WITH
<br />VEGETATION ABOVE THE ORDINARY HIGH WATER LINE IN
<br />3. MINIMUM SETBACKS ARE SHOWN ASSUMING FULL RIVERSIDE ACCORDANCE WITH SECTION 2.3.2 OF UDFCD GRAVEL
<br />BANK PROTECTION. IF RIVERSIDE BANK PROTECTION IS NOT MINING TECHNICAL GUIDELINES, 1987.
<br />CONSTRUCTED, MINIMUM SETBACKS WILL BE 300'.
<br />1 5.00'
<br />ACCESS TRAIL
<br />SCA
<br />NOTE: /
<br />POTENTIAL WETLAND AREAS ARE FROM IRRIGATION
<br />O1
<br />TAILWATERS. IRRIGATION WATER WILL BE CUT OFF
<br />AND THESE AREAS WILL DRY OUT.
<br />O2 UNDISTURBED WETLAND AREAS
<br />LEGEND
<br />PERMIT AMENDMENT BOUNDARY
<br />— - - — - - — SECTION LINE
<br />SHORE LINE
<br />TOPO CONTOUR
<br />ROAD PAVED
<br />------------
<br />___ ROAD UNPAVED
<br />E -470 ALIGNMENT
<br />RIVER
<br />DITCH
<br />—P —P — UNDERGROUND PIPE LINE
<br />CLAY LINED AREAS
<br />SLURRY WALL
<br />WETLAND /WILDLIFE HABITAT
<br />WATER STORAGE RESERVOIR
<br />NATIVE GRASS & SHRUBS
<br />NATIVE TREES AND BRUSH
<br />UNDISTURBED VEGETATION
<br />•------------- - - - - -• EXISTING EASEMENTS
<br />100 -YR FLOODPLAIN
<br />100 -YR FLOODWAY
<br />RECEIVED
<br />PAR 2 2 2002
<br />Jivision of Minerals and Geology
<br />cc dU���
<br />IL
<br />O
<br />RIVERSIDE
<br />5Q
<br />O
<br />CC
<br />O
<br />m� VI
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<br />Q
<br />O
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<br />N
<br />2 -YR WATER SURFACE
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<br />J
<br />u
<br />.9
<br />a
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<br />3.00'
<br />aa)
<br />F
<br />U F
<br />�
<br />MIN.
<br />0
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<br />ca
<br />2.5
<br />0
<br />x
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<br />CL
<br />U, E
<br />ro
<br />RIVER INVERT 1 W r
<br />0
<br />0
<br />Q �I
<br />> ai
<br />J °'
<br />..¢zo
<br />TYPICAL RIVERSIDE PROTECTION DETAIL W o 0
<br />200' SETBACK OPTION
<br />NTS
<br />CONCRETE RIVERSIDE
<br />CUTOFF WALLS,
<br />4000 psi
<br />1.75 X
<br />650
<br />5 -YR FLOOD ELEVATION
<br />2 -YR FLOOD ELEVATION
<br />LiVLGtIAItU� � � 4 � \
<br />3.00'
<br />100' MAX.
<br />3.0 X �
<br />TYPE M RIPRAP D50
<br />6" TYPE II GRANULAR
<br />BEDDING AND FILTER
<br />TYPICAL SIDE- CHANNEL
<br />SPILLWAY CROSS SECTION
<br />NTS
<br />CONSTANT SPILLWAY
<br />SIDE SLOPE
<br />1
<br />VEGETATED
<br />SIDE CHANNEL SPILLWAY
<br />CENTER CROSS SECTION
<br />EXISTING
<br />GROUND
<br />5.00'
<br />3.00'
<br />NTS
<br />CONCRETE CUTOFF WALL
<br />(4,000 psi)
<br />18" (MIN.)
<br />GROUTED
<br />BOULDERS
<br />PIT SIDE SLOPE
<br />VVERT—L
<br />3.00'
<br />*TO BE CONSTRUCTED BY
<br />FUTURE OPERATOR OF
<br />RESERVOIR
<br />2' DEEP, 3:1 SIDESLOPES
<br />TYPICAL RUNDOWN CHANNEL for OFFSITE FLOWS
<br />NTS
<br />ADDITIONAL NOTES:
<br />1, RECONSTRUCTED DRAWING FROM ORIGINAL BANKS AND 4. RUNDOWN CHANNEL LOCATIONS ARE APPROXIMATED
<br />GESSO DRAWING, 3/21/2000 ACCORDING TO STUDY DONE BY KIOWA ENGINEERING.
<br />LOCATIONS MAY VARY DEPENDING ON WHERE OFFSITE
<br />2. EASEMENT BOUNDARIES OBTAINED FROM FILES PROVIDED BY FLOWS ARE ROUTED.
<br />UDFCD. BOUNDARIES LOCATED WITH AS MUCH ACCURACY
<br />AS POSSIBLE WITH INFORMATION GIVEN. 5. ALL PROTECTED AREAS MAY CONTAIN RIPRAP WITH
<br />VEGETATION ABOVE THE ORDINARY HIGH WATER LINE IN
<br />3. MINIMUM SETBACKS ARE SHOWN ASSUMING FULL RIVERSIDE ACCORDANCE WITH SECTION 2.3.2 OF UDFCD GRAVEL
<br />BANK PROTECTION. IF RIVERSIDE BANK PROTECTION IS NOT MINING TECHNICAL GUIDELINES, 1987.
<br />CONSTRUCTED, MINIMUM SETBACKS WILL BE 300'.
<br />1 5.00'
<br />ACCESS TRAIL
<br />SCA
<br />NOTE: /
<br />POTENTIAL WETLAND AREAS ARE FROM IRRIGATION
<br />O1
<br />TAILWATERS. IRRIGATION WATER WILL BE CUT OFF
<br />AND THESE AREAS WILL DRY OUT.
<br />O2 UNDISTURBED WETLAND AREAS
<br />LEGEND
<br />PERMIT AMENDMENT BOUNDARY
<br />— - - — - - — SECTION LINE
<br />SHORE LINE
<br />TOPO CONTOUR
<br />ROAD PAVED
<br />------------
<br />___ ROAD UNPAVED
<br />E -470 ALIGNMENT
<br />RIVER
<br />DITCH
<br />—P —P — UNDERGROUND PIPE LINE
<br />CLAY LINED AREAS
<br />SLURRY WALL
<br />WETLAND /WILDLIFE HABITAT
<br />WATER STORAGE RESERVOIR
<br />NATIVE GRASS & SHRUBS
<br />NATIVE TREES AND BRUSH
<br />UNDISTURBED VEGETATION
<br />•------------- - - - - -• EXISTING EASEMENTS
<br />100 -YR FLOODPLAIN
<br />100 -YR FLOODWAY
<br />RECEIVED
<br />PAR 2 2 2002
<br />Jivision of Minerals and Geology
<br />cc dU���
<br />Dato:
<br />Job No:
<br />Drawn:
<br />Design:
<br />Chocked:
<br />Scalc:
<br />Sheet:
<br />Of:
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<br />0
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<br />CL
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<br />Dato:
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<br />Design:
<br />Chocked:
<br />Scalc:
<br />Sheet:
<br />Of:
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<br />0
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<br />i/28/01
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