|
TYPICAL SECTIONAL ELEVATION OF POND EMBANKMENTS
<br />SCALES H: I "= 101 V :111 =51 TOP
<br />TRASH RACK
<br />AND ANTIVORTEX-
<br />DEVICE, SEE DETAI
<br />10 YEAR G
<br />PONDING LIMIT
<br />S
<br />..
<br />E --
<br />O
<br />0
<br />O
<br />O
<br />O
<br />- -0 _
<br />a �WIDTH�
<br />SPILLWAY DESIGN o
<br />PONDING LEVEL w
<br />W
<br />LL
<br />0
<br />�
<br />1 I -1--1- ELEVATION I
<br />M I
<br />HT a) 3
<br />ELEVATION OF LOWEST
<br />SET OF HOLES
<br />RISER DETAILS
<br />4811 RISER o
<br />SIX SETS OF
<br />0
<br />4-5 C/)
<br />HOLES EQUALLY w
<br />SPACED AROUND PIPE a 0
<br />0
<br />O
<br />1.51 TYP. 80TTOM
<br />3611 CONDUIT
<br />TYPE I
<br />1
<br />3
<br />ANTISEEP COLLARS AT
<br />CONSTRUCTED
<br />EMBANKMENT
<br />HEIGHT
<br />201 SPACING EXTENDING ONE
<br />PAST DAM CE
<br />2411 RISER
<br />SETS OF 4 -411 DIAMETER
<br />HOLES EQUALLY Cl)
<br />SPACED AROUND PIPE W
<br />NO. OF SETS VARIES
<br />O' TYP.
<br />18" CONDUIT
<br />TYPE 2
<br />\ RIPRAP ENERGY
<br />DISSIPATOR
<br />Y1-
<br />°o °oo
<br />ao0 0
<br />p�OQ n A'.
<br />o bo 1
<br />opo
<br />24" RISER
<br />ONE OR TWO HOLES,
<br />SIZE VARIES
<br />Top Plat
<br />VAT /ON- -
<br />M. Pipe Riser
<br />A "c A
<br />- --J
<br />18" CONDUIT
<br />TYPE 3 b a } 7 11/16' at Pipe
<br />F_ 17 1 /8'at Extremity
<br />112' Dia. Cast f of Rods
<br />�
<br />' Lug Fasteners - Steel Anti- vortex Baffle ,
<br />48 11 DIA. PLAN Minimum Thickness, 10 Go.
<br />5/8" Steel Plate, . ,.
<br />253/4"
<br />837/64"
<br />12 3/4 - V• f r++ aQ Qw'N'Qa
<br />i i { C u ° +' r r t f C.
<br />POND SCHEDULE
<br />POND 1.D. (a)
<br />A
<br />B
<br />C
<br />D
<br />E
<br />E
<br />G
<br />H
<br />K
<br />L
<br />M
<br />N
<br />0
<br />P
<br />Q
<br />R
<br />S
<br />T
<br />OW
<br />VOLUME (AF)
<br />50.0
<br />0.3
<br />/.0
<br />23.6
<br />20•
<br />13.6
<br />//. 5
<br />5.3
<br />S. /
<br />O• B
<br />3. y
<br />4.7
<br />6.9
<br />1.3
<br />0.3
<br />2.1
<br />3.5
<br />0.3
<br />/O
<br />/0
<br />/0
<br />/00
<br />/0
<br />/0
<br />100
<br />/00
<br />/00
<br />/0
<br />/0
<br />/0
<br />/0
<br />/O
<br />/00
<br />/00
<br />/0
<br />/O
<br />100
<br />/0
<br />ww01
<br />ELEVATION (Ft)
<br />6929.3
<br />68673
<br />6862.3
<br />68¢6.5
<br />6842.0
<br />6832.0
<br />6828.3
<br />6966.2
<br />6958.9
<br />68/5.6
<br />6810.¢
<br />6755.3
<br />6851.3
<br />68¢¢0
<br />6369 9
<br />6829.0
<br />6764./
<br />6900.3
<br />� U)
<br />23
<br />5-
<br />//0
<br />/B6
<br />S
<br />2
<br />48
<br />21
<br />110
<br />/6
<br />Z
<br />2
<br />4
<br />Z
<br />2
<br />4
<br />4
<br />4
<br />POND VOLUME (AF) (C)
<br />210
<br />1.9
<br />1./
<br />7¢.6
<br />_79
<br />_41.2
<br />31.8
<br />17.3
<br />21.1
<br />3.0
<br />/7.7
<br />T/
<br />13.1
<br />/ /•Z
<br />7.7
<br />8,7
<br />16.0
<br />3.7
<br />Z
<br />OSM HEIGHT (U /S
<br />195
<br />2.7
<br />8.3
<br />10.9
<br />5.0
<br />7.5
<br />12.7
<br />//•3
<br />16:5
<br />/0.0
<br />14,1
<br />6.8
<br />18.5
<br />14,3
<br />12•3
<br />14.1
<br />1570
<br />B4O
<br />z
<br />Toe to Spillway, Ft)
<br />4
<br />4
<br />4-
<br />4
<br />4
<br />4
<br />4
<br />4
<br />SLOPE (Ft /Ft)
<br />0.0 //
<br />0.03
<br />0.015
<br />O.04
<br />0.04
<br />0,0126
<br />1
<br />0.6708
<br />0.0/
<br />UJI
<br />CONSTRUCTED (b )
<br />27.5
<br />5.0
<br />/A 7
<br />14.9
<br />9.6
<br />//. 0
<br />17.5
<br />17.0
<br />23.1
<br />13.5
<br />/ 7.
<br />1/, 0
<br />45.7
<br />22.2
<br />23.2
<br />21.6
<br />2/_0
<br />//. Z
<br />Y
<br />HEIGHT AT (Ft)
<br />1.5
<br />0.5
<br />0.55
<br />0.9
<br />0.65
<br />2.5
<br />/•/5
<br />2.5
<br />/./
<br />0.8
<br />1.6
<br />3.2
<br />2.4
<br />0.46-
<br />/./
<br />0.65
<br />43
<br />0.5
<br />2.1
<br />2.5
<br />0.8
<br />0.65
<br />1,6
<br />1.15
<br />/.9
<br />/•/
<br />VELOCITY (FPS)
<br />2,2
<br />3.8
<br />4,5
<br />/.9`
<br />2.0
<br />114
<br />/10
<br />4.5
<br />2.5
<br />S.3
<br />2,0
<br />a
<br />CONSTRUCTED (b)
<br />6986.8
<br />6872,0
<br />686y2
<br />685¢.y
<br />63490
<br />664/•0
<br />6838.3
<br />6976•
<br />6973.1
<br />682Q.5
<br />6822.2
<br />6761.0
<br />6851.7
<br />6856.6
<br />6883.2
<br />68¢1.6
<br />6776.0
<br />6908.Z
<br />CREST ELEV. (Ft)
<br />uj
<br />0
<br />CREST
<br />800
<br />550
<br />440
<br />99'0
<br />.700
<br />2400
<br />980
<br />400
<br />750
<br />350
<br />550
<br />760
<br />340
<br />520
<br />740
<br />860
<br />750
<br />490
<br />o
<br />LENGTH (Ft)
<br />TOP WIDTH (Ft)
<br />12.0
<br />8.0
<br />9 3
<br />16.0
<br />/60
<br />7,2
<br />16.0
<br />10.4
<br />11.6
<br />9.7
<br />/o.ro
<br />1.2
<br />12.1
<br />114
<br />11.6
<br />11•3
<br />112
<br />y.2
<br />Tat OF RISER
<br />1
<br />-3-
<br />3
<br />Z--
<br />-2 -
<br />Z
<br />2
<br />--
<br />3-
<br />- -3-
<br />3-
<br />3- -
<br />- 3 --
<br />- 3- --3-
<br />3
<br />- 3-
<br />w
<br />�
<br />CREST
<br />6938.5
<br />6868.8
<br />6865:6
<br />6849.9
<br />6844 -d•
<br />6836.56833.2
<br />6972.56969.0
<br />69Z0.76818.3
<br />6757.5
<br />68555
<br />6852.56879.1
<br />6837.66972.0
<br />6904.7
<br />I-
<br />ELEVATION (Ft)
<br />>-
<br />X
<br />SIZE OF HOLES)
<br />(Inches)
<br />5.00
<br />/@ 3.37
<br />/� 2.27
<br />¢. 00
<br />4.00
<br />4,00
<br />4.00
<br />29449
<br />2,'4.60/92,84
<br />0(04962e4.20
<br />20,1 0
<br />263.78
<br />/P3.7z
<br />1644.36
<br />Z04331&3.7/
<br /><
<br />,
<br />ELEVATION OF LOW -
<br />a_
<br />69.30.06867.3
<br />6862.3
<br />6844.5
<br />6640.6
<br />6832,0
<br />6828.3
<br />6966.2
<br />G9SB•9
<br />66156
<br />6810.4
<br />G755.3
<br />6951.3
<br />68¢¢,0
<br />6869.y
<br />66Z906760-1
<br />69oo•3
<br />EST SET OF HOLES(Ft)
<br />DESIGN
<br />>_
<br />a
<br />FREQUENCY (Yrs)
<br />/00
<br />2S
<br />2S'
<br />/00
<br />25
<br />/00
<br />/00
<br />2S'
<br />/00
<br />2S'
<br />2S'
<br />25
<br />25
<br />2S"
<br />2S
<br />2S'
<br />2S'
<br />NA
<br />3
<br />CREST
<br />a
<br />ELEVATION (Ft)
<br />6939.0
<br />6869.8
<br />6866.6
<br />6856.9
<br />6845.6
<br />6837.5
<br />6834.2
<br />6973.5
<br />6970.0
<br />6821.9
<br />6819.3
<br />6758.5
<br />6856.5
<br />6853.5'
<br />6880.1
<br />6838.6
<br />6773.0
<br />NA
<br />CREST
<br />1014. .
<br />a
<br />/5-
<br />/5-
<br />90"
<br />15
<br />60
<br />S"0
<br />60
<br />//0
<br />20
<br />7S
<br />35
<br />40
<br />S'O
<br />40
<br />40
<br />60
<br />NA
<br />Z
<br />LENGTH (Ft)
<br />RCP
<br />DESIGN DEPTH (Ft)
<br />33
<br />0.90
<br />0.83
<br />ITS
<br />2.00
<br />/. 93
<br />/. 96
<br />/.DO
<br />0.98
<br />086
<br />0.97
<br />0.172
<br />0.96
<br />0.98
<br />0.98
<br />0.96
<br />/DO
<br />NA
<br />W
<br />w
<br />FREEBOARD (Ft)
<br />2.7
<br />/. /0
<br />117
<br />/.07
<br />/00
<br />/07
<br />104
<br />100
<br />102
<br />114
<br />103
<br />/.08
<br />/ -Of
<br />102
<br />102
<br />105
<br />/00
<br />NA
<br />(a) Reference -Energy Mines 1 6 2 Hydrology ( MAP NO. 13)
<br />(b) Includes Mandatory 5% Extra for Settlement.
<br />(c)Includes 100% Sedimentation Volume and Routed 10 Year 24 Hour Flood Volume.
<br />C.M. Pipe R
<br />TRASH RACK AND ANTIVORTEX
<br />DEVICE DETAIL Lsr "x1
<br />112' Di
<br />DESIGN BY SOIL CONSERVATION SERVICE Lag F
<br />2 53/4'
<br />A 143ie'
<br />e 27
<br />* 12'
<br />Lug F
<br />`c,bP,,.X Anti - vortex
<br />3 -5/8"
<br />Baffle Plate
<br />14-3/8"
<br />BENDING DIAGRAM
<br />FOR ©, ©131 )RODS 5 -3/8 "�
<br />ROD SCHEDULE 12"
<br />r(Inside Radius)
<br />Pipe Riser
<br />�_ 1 `2
<br />Rod .5 "Dia. With Threaded
<br />I/2" +Gauge of Pipe 48 Ends and Cast Lug Fasteners
<br />. ' 30' � !
<br />ROD
<br />484
<br />24"
<br />b
<br />53
<br />205/16"
<br />c
<br />24°
<br />I Zu
<br />d
<br />25 3 /e"
<br />131/4"
<br />f
<br />36
<br />L f
<br />24" DIAMETER PLAN j
<br />4' -7"
<br />fi' 211/2" - 21
<br />n u
<br />d t
<br />12
<br />i
<br />1/2" t Gauge of Piped 24" 9" 6"
<br />SECTIONAL ELEVATION A -A x'30' BENDING DIAGRAM SECTIONAL L LEVATION B -B
<br />DITCH SCHEDULE
<br />Steel Anti- vo,lex Baffle
<br />Minimum Thickness 12 Gauge
<br />L I "x I "x 1/4"
<br />Rod 112' Dia. With Threaded
<br />Ends and Cast Lug Fasteners
<br />CONSTRUCTION DIAGRAM BENDING DIAGRAM FOR Od RODS
<br />FOR © RODS FOR a0 RODS Varies
<br />d Indicates 24" Riser dimension �\
<br />NOTES' I. Weld b c ,and f rods to a rods and weld a rods to top plate. / fit\ _ _ Freeboard_ __- WS
<br />-- --
<br />(nl - y _ --
<br />2. When a rods are used, weld them to the � rods that are perpendicular (or the two o - '" - �-I-i- I
<br />rods most nearly perpendicular) to the anti - vortex baffle plate.
<br />3. The trash rack may be fabricated in identical halves and attached to the baffle plate with D
<br />%2 inch diameter U bolts spaced approximately 12 inches c -c along the vertical and I� QI
<br />inclined sections of the aO rods next to the plate. Z Z
<br />DITCH I.D. (b)
<br />8 1,
<br />C 1.
<br />D C�
<br />D 2
<br />E I
<br />E I
<br />F 2
<br />G
<br />I
<br />H[
<br />K
<br />I
<br />L f
<br />L2
<br />fVI I
<br />UPP�
<br />fOWE
<br />fVI3
<br />H I
<br />N(a)
<br />LOWER
<br />UPPER
<br />0
<br />PI
<br />P2
<br />Q I
<br />R I
<br />R2181,
<br />S 2
<br />DESIGN
<br />FREQUENCY (Yrs)
<br />/0
<br />/0
<br />/0
<br />/0
<br />/O
<br />/0
<br />/O
<br />/0
<br />/0
<br />/00
<br />/0
<br />/0
<br />100
<br />/00
<br />/00
<br />/0
<br />/0
<br />/0
<br />/0
<br />/O
<br />/00
<br />/00
<br />/0
<br />/O
<br />100
<br />/0
<br />/0
<br />/0
<br />DESIGN Q (CFS)
<br />/ 7 •
<br />15
<br />°'60
<br />3
<br />4
<br />6
<br />2
<br />155
<br />14
<br />235
<br />13
<br />2
<br />75
<br />/00
<br />200
<br />2
<br />24
<br />12
<br />23
<br />5-
<br />//0
<br />/B6
<br />S
<br />2
<br />48
<br />21
<br />110
<br />/6
<br />Z
<br />2
<br />4
<br />Z
<br />2
<br />4
<br />4
<br />4
<br />Z
<br />6
<br />4
<br />4
<br />. 4
<br />Z
<br />2
<br />2
<br />L
<br />2
<br />2
<br />4-
<br />4
<br />Z
<br />2
<br />2
<br />2
<br />4
<br />Z
<br />B
<br />4
<br />4
<br />4-
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4-
<br />4
<br />4
<br />4
<br />4
<br />4
<br />SLOPE (Ft /Ft)
<br />0.0 //
<br />0.03
<br />0.015
<br />O.04
<br />0.04
<br />0,0126
<br />0.02
<br />0.6708
<br />0.0/
<br />0.0/
<br />0,0125
<br />O.0/
<br />0.01.5
<br />0.0/
<br />0.007
<br />0.06
<br />0.025
<br />0.0.5-
<br />O. 0/
<br />0.06
<br />o.00s
<br />0.01
<br />0.0/5
<br />0.02
<br />0t0 /S
<br />0.0/
<br />0.0/6-
<br />.0 1S
<br />D (Ft)
<br />/,Y5
<br />0.82
<br />1.5
<br />0.5
<br />0.55
<br />0.9
<br />0.65
<br />2.5
<br />/•/5
<br />2.5
<br />/./
<br />0.8
<br />1.6
<br />3.2
<br />2.4
<br />0.46-
<br />/./
<br />0.65
<br />43
<br />0.5
<br />2.1
<br />2.5
<br />0.8
<br />0.65
<br />1,6
<br />1.15
<br />/.9
<br />/•/
<br />VELOCITY (FPS)
<br />2,2
<br />3.8
<br />4,5
<br />/.9`
<br />2.0
<br />114
<br />/10
<br />4.5
<br />2.5
<br />S.3
<br />2,0
<br />0.5
<br />4.7
<br />S5
<br />6,0
<br />/•8
<br />4.5
<br />3,5
<br />2.S
<br />2.8
<br />3.6
<br />5.5
<br />1.7
<br />1.2
<br />5
<br />2.9
<br />515
<br />3,0
<br />(a) Riprop Lining Required. (b) Reference -Energy Mines I & 2 Hydrology (MAP NO. 13 )
<br />REVISIONS
<br />PONDS O,N
<br />DITCHES NI,N2,N3,01
<br />GTE 10/30/79
<br />DITCH DEPTHS
<br />GTE 12/31/79
<br />vane
<br />Goes 1..1'tL•-
<br />0YM C -S1 -671
<br />f -- B---� eek-W(2,4, _
<br />KEG -Ale
<br />TYPICAL DITCH SECTION -
<br />SCALES H :I" =5' V:I " =2.5'
<br />�g
<br />ENERGY FUELS CORPORATION
<br />P L A T E I
<br />SEDIMENTATION PONDS
<br />ENERGY MINES NO. I &2 AND
<br />EC_KM AIN PARK' T
<br />A14
<br />1 DESIGNED Z9 9�7Y
<br />1/ TRACED 94., //A/ 90 9
<br />Leonard Rice Consulting Water Engineers. Inc. CHECKED Z f 7/7 9
<br />Denver
<br />JOB N0,65844 I SHEET 4 of 4
<br />1�
<br />u 1
<br />
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