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�, . ii •. Y' , -ice tt 3 t x,- = 3' L i _ Y •yam y:• j' . TYPICAL SECTIONAL EL. _.,, TO M _POND. EMBAfVK _. tt t t -. -_: � _ M NTS :._.� z -_. SCALES H�I -10 VII -5 - tOPf . 1N I DTH „ l� SPILLWAY DESIGN p . PONDING LEVEL CO a TRAS RACK w t , AND ANTIVORTEX 1� t�r�.- ' DEVICE, SEE DETAIL =` - m �� ______ _____ ELEVATION OF EMERGENCY fl 10 YEAR_p _ / CR-E_ST SPILLWAY (WEIR OR CONDUIT) PONDING LIMIT__ - T -' ELEVATION I OSM I I _ HEIGHT W 3 I I 3 Inn `T ED _L o _J/ ELEVATION OF LOWEST • r SET OF HOLES . 11- RISER DETAILS I ANTISEEP COLLARS AT 201 SPACING EXTENDING ONE PAST DAM ] _- 24" RISER ONE OR TWO HOLES, SIZE VARIES O O 1.5' TYP. BOTTOM 21.01 TYP. NOG E ELEVATION .y' - - - - --0 -- - -r - - - -- - - -- - . ------ - -- - t _v_ - _ -,I _ t� to • 36a CONDUIT TYOE I 1811 CONDUIT TYPE 2 1 EMERGENCY SPILLWAY DETAIL 14 4 C SCALES Ht I ° =51 V' 1= 21 rtr; 0 i 19gl -A- FREEBOARD II DESIGN DEPTH 4 �- -CREST LENGTH- .. , lr cc- 181t CONDUIT TYPE 3 EMBANKMENT HEIGHT 1 1 -T- +a - ti +_ �\ Z' F }} p r ro .r T 1 c 4 c l . O RIPRAP ENERGY / DISSIPATOR �o�oo 000 D °0 o a °e o bo •�. o po Plate C.M. Pipe Riser t A 24" b >> A c 2411 12" d - - -48" RISER f o - - -24" RISFR UPPER /00 d M3 ' /0 0 Y N3 /0 01 /00 u PI /00 P2 /0 QI /0 �- R2 /0 SIX SETS OF S2 /0 a /7 15 0 4 -5° DIAMETER 4 6 SETS OF 4- "DIAMETER cast f r'Ij' E of Acrs HOLES EQUALLY w /00 (HOLES E:QU LLY w 12 o SPACED AROUND PIPE a 5 SPACED AROUND PIPE W 1 Z > 5L NO. OF SET VARIES a 2 0 4 4 t O 6 ¢ 4 ] _- 24" RISER ONE OR TWO HOLES, SIZE VARIES O O 1.5' TYP. BOTTOM 21.01 TYP. NOG E ELEVATION .y' - - - - --0 -- - -r - - - -- - - -- - . ------ - -- - t _v_ - _ -,I _ t� to • 36a CONDUIT TYOE I 1811 CONDUIT TYPE 2 1 EMERGENCY SPILLWAY DETAIL 14 4 C SCALES Ht I ° =51 V' 1= 21 rtr; 0 i 19gl -A- FREEBOARD II DESIGN DEPTH 4 �- -CREST LENGTH- .. , lr cc- 181t CONDUIT TYPE 3 EMBANKMENT HEIGHT 1 1 -T- +a - ti +_ �\ Z' F }} p r ro .r T 1 c 4 c l . O RIPRAP ENERGY / DISSIPATOR �o�oo 000 D °0 o a °e o bo •�. o po Plate C.M. Pipe Riser t .. ,. _ . f r . K. _. i PO _ ND C HED s } L E ,. POND 1. D. (o)= .• - _ - C3 C D E F G H. }� M 0 T . P �' �',S' Wz� VOLUME (AF) 5p 3 /.O 5.3�% ZO.3 /3.6 //•5 5.3 5 / 0 8 W ` �� -3' 9 4-. O 7. Z 1.3 0.3 2.1 3.5 0.3 voO _ wwt- ELEVATION 696 8673 6862.3 685-0,3 68419.1' 6832.0 6828.5 6966.2 695849 68/5 6 68/0.¢ 67,;&2-3 6791', 68¢¢0 6869.9 682 %0 6764.✓ 6goo:3 POND VOLUME (AF)(c 21 9 2,/ 23.7 5/,q 3G•2 3 1.9 /73 21.1 3.0 /7.7 8.2 13.9 / /•Z 7.7 e,7 16.0 3.7 OSM HEIGHT (U/S; z Toe to S illwa ,Ft) /9 -7 8.3 /0.2 14.7 7.5 12.7 11•3 16.5 /0,0 /4•/ 12.3 20,5 14,3 /2•3 /4•/ 15 :0 2,0 CONSTRUCTED (b 2 _p 11.7 /4.6 Z0.5 //.0 /7.5 /7.0 Z3•/ /3.5 /7.1' /B.¢ 31'.2 22.2 23.2 Z/•6. 2/.O / /.Z z HEIGHT AT (Ft) CONSTRUCTED (b)6Q1 - `87z,0 %R�ul.2 '¢55- F 685,6¢ 6F¢ /.c O °3a.Z : 9;6. 6973•: 68zT. 6a22.z 67699 680'Z 6856.6 g CREST ELEV. (Ft) / 6883.2 6641-6 6776.0 'Fos. 2 o`'' CREST BD 515-0 440 1350 /800 2400 /330 400 750 .356 550 102-0 64.0 520 LENGTH (Ft) 7¢O 860 75o o_ TOP WIDTH (Ft) /2-0 810 1'.3 9.9 // / &7 2 10.5- 10.4 11•6 1'.7 10.6 l0.7 /4.8 //•¢ / /.E 11•3 / /.Z 1'.2 TYPE OF RISER / 3 3 2 2 2 2 3 W 3 3 3 T3 3 3 3 3 3 ? ~ CREST 69 5 6868.9 6865.6 6853.7 6850.¢ 6 &36•= 6833.¢ 6972.5 6969.0 6820 68/8,3 67E6 o EbG¢,3 0852.5 6871'./ 6837.6 6972.0 690Q.7 p ELEVATION (Ft) } SIZE OF HOLE(S) <c 00 /63.37 /LM2.27 4.00 4,00 4,00 4,00 2g4.4Y 2*94.60IC2.5 X'4.55 / ®4.37 2 @3.5-9 2 ®3.78 /P3.9z /C�¢.36 2GV4.33 /�3.7/ (Inches) ELEVATION OF LOW- Cr EST SET OF HOLES(Ft) 693Q•D 867.3 6862.3 6850'3 68419,9 E632.0 E8z8.S 6966.2 61'58.9 6516 6810.4 76z.> 6799.6 65¢¢•0 68697 66z9 -o 676¢.1 6900.3 DESIGN /0 2 25- 25- /00 /00 /00 /00 25- /00 25-' 25- 25-" /00 25-" 25- ZS 25- NA Q FREQUENCY (Yrs) 3 CREST a ELEVATION (Ft) 69390 6869.8 6866.6 68,64.7 685`/.4 6837.,6 6834.4 6973.5 6970.0 682/ 68/1'.3 6767.0 680Sa 68535 6880.1 6838.6 6773.0 NA CREST i Z LENGTH (Ft} Rc� /S 15- 45- 70 60 SD 60 //O 20 75- 35- 60 SO 40 40 60 NA DESIGN DEPTH (Ft) 3.3 0.90 0.83 / 93 2.00 /. 93 / 96 /.00 0.98 0.86 0.97 0.92 0.98 0.98 0.98 O 9.5-" /00 /V A W W FREEBOARD (Ft) 2.7 /./O /./7 /.07 /00 /.07 104 /00 102 /,'4' 103 /08 102 102 102 /OS /00 NA (a) Reference E.F.C. Drawing, Energy Mines Noll a 2 Hydrology. (b) Includes Manditory 5% Extra for Settlement. (c)Includes 100 %d Sedimentation Volume and Routed 10 Year 24 Hour Flood Volume. 0 C.M. Pipe Rrser,' TRASH RACK AND ANTIVORTEX t . ? \\•dlr,Imu.7, TncknesBal2eGo. e DEVICE DETAIL s 1 1 7f' - 112 DI DESIGN BY SOIL CONSERVATION SERVICE Lug F� 2411 DIAMETER PLAN 4'--7 51' /2.f - - - - - k 2::cr; 211/2 211/2' 6 2 5- 3/+„ 4143/8" X42 BENDING DIAGRAM _ -�----------- 5 FOR G,�c 81if�RODS 5 -3 /e'. ,- .,, `. - =`',� s /6 yy - . / _s tar vrs f,e;l_e ROD SCHEDULE 12" -� -ti- =_ - - d - 4E" �/ n,ly 27" r (Inside Radius) i n 123 /s- - -''i \�J �a �7.�✓ ""ar�"`.a ; '.�!' "� IE �12'� �. 1/2" Did. Cast 1 `� F.W. 27 t- -- .-i- .._..-- r ».tr, _e_ -.s..ti it RadluS .- + + I rn ,• . , , Lug Fasten era Pe 12 1-•--4" 12'i �Rod .c' "C,la A.M. Tnreoaed 48 30' End= end Cast Lug Fcstene - 112" + Gouge of Plr• 27" OF IS" RIPRAP "n' - - - + 4 -If, „11==,� ROD A 24" b >> A c 2411 12" d 253/8" 13 I /411 f 3611 i UPPER /00 d M3 ' /0 NI /0 Y N3 /0 01 /00 u PI /00 P2 /0 QI /0 �- R2 /0 �7 II/16" n• S2 /0 a /7 15 60 3 4 6 2 I /2"Dic. cast f r'Ij' E of Acrs 2 Lug Fccteners /00 200 S,;FI ,. -r Ow, ecrl!e // _. 12 23 511 DIA. PLAIV II ti • n..l ;; , -. Ca` . 5 2 5 /P" stet'. Plate- 1 Z 5L Z 4 Z 2 4- 4 4 Z 6 ¢ 4 4 2 2 2 2 �5 4 4 ••i .. ,. _ . f r . K. _. i PO _ ND C HED s } L E ,. POND 1. D. (o)= .• - _ - C3 C D E F G H. }� M 0 T . P �' �',S' Wz� VOLUME (AF) 5p 3 /.O 5.3�% ZO.3 /3.6 //•5 5.3 5 / 0 8 W ` �� -3' 9 4-. O 7. Z 1.3 0.3 2.1 3.5 0.3 voO _ wwt- ELEVATION 696 8673 6862.3 685-0,3 68419.1' 6832.0 6828.5 6966.2 695849 68/5 6 68/0.¢ 67,;&2-3 6791', 68¢¢0 6869.9 682 %0 6764.✓ 6goo:3 POND VOLUME (AF)(c 21 9 2,/ 23.7 5/,q 3G•2 3 1.9 /73 21.1 3.0 /7.7 8.2 13.9 / /•Z 7.7 e,7 16.0 3.7 OSM HEIGHT (U/S; z Toe to S illwa ,Ft) /9 -7 8.3 /0.2 14.7 7.5 12.7 11•3 16.5 /0,0 /4•/ 12.3 20,5 14,3 /2•3 /4•/ 15 :0 2,0 CONSTRUCTED (b 2 _p 11.7 /4.6 Z0.5 //.0 /7.5 /7.0 Z3•/ /3.5 /7.1' /B.¢ 31'.2 22.2 23.2 Z/•6. 2/.O / /.Z z HEIGHT AT (Ft) CONSTRUCTED (b)6Q1 - `87z,0 %R�ul.2 '¢55- F 685,6¢ 6F¢ /.c O °3a.Z : 9;6. 6973•: 68zT. 6a22.z 67699 680'Z 6856.6 g CREST ELEV. (Ft) / 6883.2 6641-6 6776.0 'Fos. 2 o`'' CREST BD 515-0 440 1350 /800 2400 /330 400 750 .356 550 102-0 64.0 520 LENGTH (Ft) 7¢O 860 75o o_ TOP WIDTH (Ft) /2-0 810 1'.3 9.9 // / &7 2 10.5- 10.4 11•6 1'.7 10.6 l0.7 /4.8 //•¢ / /.E 11•3 / /.Z 1'.2 TYPE OF RISER / 3 3 2 2 2 2 3 W 3 3 3 T3 3 3 3 3 3 ? ~ CREST 69 5 6868.9 6865.6 6853.7 6850.¢ 6 &36•= 6833.¢ 6972.5 6969.0 6820 68/8,3 67E6 o EbG¢,3 0852.5 6871'./ 6837.6 6972.0 690Q.7 p ELEVATION (Ft) } SIZE OF HOLE(S) <c 00 /63.37 /LM2.27 4.00 4,00 4,00 4,00 2g4.4Y 2*94.60IC2.5 X'4.55 / ®4.37 2 @3.5-9 2 ®3.78 /P3.9z /C�¢.36 2GV4.33 /�3.7/ (Inches) ELEVATION OF LOW- Cr EST SET OF HOLES(Ft) 693Q•D 867.3 6862.3 6850'3 68419,9 E632.0 E8z8.S 6966.2 61'58.9 6516 6810.4 76z.> 6799.6 65¢¢•0 68697 66z9 -o 676¢.1 6900.3 DESIGN /0 2 25- 25- /00 /00 /00 /00 25- /00 25-' 25- 25-" /00 25-" 25- ZS 25- NA Q FREQUENCY (Yrs) 3 CREST a ELEVATION (Ft) 69390 6869.8 6866.6 68,64.7 685`/.4 6837.,6 6834.4 6973.5 6970.0 682/ 68/1'.3 6767.0 680Sa 68535 6880.1 6838.6 6773.0 NA CREST i Z LENGTH (Ft} Rc� /S 15- 45- 70 60 SD 60 //O 20 75- 35- 60 SO 40 40 60 NA DESIGN DEPTH (Ft) 3.3 0.90 0.83 / 93 2.00 /. 93 / 96 /.00 0.98 0.86 0.97 0.92 0.98 0.98 0.98 O 9.5-" /00 /V A W W FREEBOARD (Ft) 2.7 /./O /./7 /.07 /00 /.07 104 /00 102 /,'4' 103 /08 102 102 102 /OS /00 NA (a) Reference E.F.C. Drawing, Energy Mines Noll a 2 Hydrology. (b) Includes Manditory 5% Extra for Settlement. (c)Includes 100 %d Sedimentation Volume and Routed 10 Year 24 Hour Flood Volume. 0 C.M. Pipe Rrser,' TRASH RACK AND ANTIVORTEX t . ? \\•dlr,Imu.7, TncknesBal2eGo. e DEVICE DETAIL s 1 1 7f' - 112 DI DESIGN BY SOIL CONSERVATION SERVICE Lug F� 2411 DIAMETER PLAN 4'--7 51' /2.f - - - - - k 2::cr; 211/2 211/2' 6 2 5- 3/+„ 4143/8" X42 BENDING DIAGRAM _ -�----------- 5 FOR G,�c 81if�RODS 5 -3 /e'. ,- .,, `. - =`',� s /6 yy - . / _s tar vrs f,e;l_e ROD SCHEDULE 12" -� -ti- =_ - - d - 4E" �/ n,ly 27" r (Inside Radius) i n 123 /s- - -''i \�J �a �7.�✓ ""ar�"`.a ; '.�!' "� IE �12'� �. 1/2" Did. Cast 1 `� F.W. 27 t- -- .-i- .._..-- r ».tr, _e_ -.s..ti it RadluS .- + + I rn ,• . , , Lug Fasten era Pe 12 1-•--4" 12'i �Rod .c' "C,la A.M. Tnreoaed 48 30' End= end Cast Lug Fcstene - 112" + Gouge of Plr• 27" OF IS" RIPRAP "n' - - - + 4 -If, „11==,� ROD 48" 24" b 53" 205/16" c 2411 12" d 253/8" 13 I /411 f 3611 - a •p' al F',,� is I t:7 rod 112 DID J /.tr Threaded 1-4j/2" I Ends in'! :09• Lug rasier.ers r; _ ►9 - gEAIf11N1r� I11A�GA�A I /2" +Gauge of Pipe' 24 I 9" E ' 1. �9 , ON 6 GRAVEL BASE SE=CTIONAL ELEVATION A -A - FOR ,� RODS SECTIONAL ELEVA I ION B -B CONSTRUCTION DIAGRAM BENDING DIAGRAM FOR e RODS FOR 1-j) RODS t Indicates 24" Riser dimension NOTES I. Weld Ob , C, and f rods to aO rods and weld G rods to tc,p date. 2. When eC rods ore used, weld them to the a rods that ore perpendicular (or the two CO rods most nearly perpendicular) to the an l- vortex baffle plate. 3. The trash rack may be fabricated in identical halves and attached to the baffle plate with DITCH SCHEDULE %2 inch diameter U bolts spaced approximately 12 inches c -c along the vertical rind inclined sections of the lu l rods next to the plate. DIT6H LD.(b) DESIGN FREQUENCY (Yrs) BI /O CI /0 DI /O D2 /0 El /0 FI /0 F2 /O GI /O HI /0 KI /00 LI /0 L2 /0 MI /00 UPPER /00 /00 M3 ' /0 NI /0 a N? /0 N3 /0 01 /00 u PI /00 P2 /0 QI /0 RI 100 R2 /0 SI /0 S2 /0 DESIGN Q (CFS) /7 15 60 3 4 6 2 /55 /¢ 295 /3 2 75 /00 200 2 2¢ 12 23 122 196 5 2 49 21 //o Z 5L Z 4 Z 2 4- 4 4 Z 6 ¢ 4 4 2 2 2 2 2 4 4 4 Z 2 2 2 4 2 B 4 4 4- 4 4 4 4 4. 4 4 4 4 4 5L -¢ ¢ 4 4 4 4- 4 4- 4 4 4 4 4 SLOPE (Ft/Ft) 0.0111 0.03 0.015 0.04 0.04 0.012, , 19.02 O. CJ08 O.O/ O, O/ 0.0125 0.0/ O.Ois 0-0/ 0.007 O. O 0 025 0. 0.5 O.O/ O.O/ O•D/ O.S O.OZ OFD /.c . 1 , .0/ 0.0/5" .O /S D (Ft) 0.95 0.75 /.¢ 0.39 0.4 0.65 0.42 2,2 /,O 2.3 0,95- O.5 1•55 2,2 3.1 0.3 0. q5 0.65 /•/ 2.0 2.4 0.6 0.43 1•5 /./5 /,B O.9 VELOCITY (FPS) 2.2 ?, s� /• 1? 2 +0 /, 4 ; . O 4.5- 2,5 _67.3 2,1 0.5 4.7 -6-,:5 (o. ^ /. ¢• $ 3, 5 2 5 4.7 5.5 /• 7 /• ? 5 %. ;� 5.5 3, 1u/ mprup Lining rgequlrea. (d)Heterence E.F.C. Drawing, Enerny'Mines No.1 &2 Hydrology. � , 1 00!-+0 N � NIA N D 13 °m i 31 '• ❑ O I 41 o�mi d JI Varies 1, Vart `-Freeboard WS I� D 41 B r TYPICAL DITCH` SUCTION SCALES H:I" =5' V ;111 =2.51 1111111111111111111111111111111111111111 005393 ENERGY FUELS CORPORATION P L A T E I SEDIMENTATION PONDS " IERGY MINES NO. 1812 AND ECKMAN PARK DESISNED 'RACED -_ _- P h,� 307 /EFC /01 VOF_ LI