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own <br /> i <br /> PARSHALL FLUME <br /> 12'THROAT X 36'H <br /> PRIMARY SPILL WA Y WEEP HOLE <br /> I <br /> 24'D X 1 OO'L CMP TWO-6"GATE VALVES <br /> 1 <br /> A 5555.ELEV 5552 ELEV <br /> i <br /> TOP OF EMBANKMENT ! <br /> i <br /> 5560 ELEV <br /> 0 <br /> --� EMERGENCY SPILL WA Y <br /> p ��0 THREE 18"D X 20'L CMP <br /> 5557 ELEV <br /> B <br /> INLET STRUCTURE <br /> 36'D/HALF CUL VERT <br /> A' C <br /> 5548.03 <br /> LOWEST SURVEY PT <br /> s <br /> C' <br /> � sss <br /> B' <br /> ss <br /> 551 <br /> INLET STRUCTURE <br /> 36'D/HALF CUL VERT <br /> SCALE= 1" = 30' <br /> ORIGINAL CONTOURS, AS BUILT, TR-56 <br /> -------- ------------------------ <br /> Pond S torag►e Volumes Mon Dec 28 16:18.27 2015 <br /> Water Elev Storag►e(AcreFt) (0- Y.) (C F) Area(Acre) Stage Storage Curve <br /> 558-00 0.00 0.00 +0.0 0.00 ' POND 013 <br /> 4 <br /> 554.9 00 0. 12 198. 10 5348.0 0.37 <br /> I <br /> 5550.QQ 5$ 932.$Q 25184.3 0.64 1 VAL VEADJUSTED AS NEEDED @ 5552.00) <br /> 5551.00 1.30 2104.40 56819.4 1.01 1 VAL VE NORMALL Y CLOSED <br /> 5552.00 2.37 3820.30 103149. 1 1, 15 TWO- 6"D GATE VALVES 5560 TOP OF STRUCTURE <br /> (5560.00) <br /> 5553.00 3.55 5721.80 154488.8 1,23 5559 <br /> 5554.00 4.80 7750.80 209270.5 1.31 <br /> 5555.00 6. 14 9907.00 267489.2 1,39 24u D X 100'L PRIMARY SPILL WA Y CMP 0 3.4°0 5558 <br /> 5556.00 7.56 12192. 10 329185.7 1.47 <br /> 5557.00 9.06 14610. 10 394472.5 <br /> 1.56 THREE- D X 20'L EMERGENCY SPILL WA Y CMP 5557 EME ENC SPILL AY(55 7.00) <br /> 4634��7 1 y 64 � THRE -18"'D 20"L C P <br /> 5558.00 1 a 64 17163.70 � 5556 <br /> 5559.00 12.31 19855 90 536109.2 1.73 <br /> 5555 <br /> 612763.Q 1.80 TOP OF EMBANKMENT o <br /> 5560.00 14.07 22694.90 'PRINCIPAL PILLW Y(555 .00) <br /> +_ 24"D K 1001E CMP <br /> ' > 5554 <br /> 1 <br /> W, 5553 <br /> 5552 T p 6"D WEEPF OLE GTE VA LVES( 552.00) <br /> 5551 <br /> 5550 <br /> 5549 <br /> ! 5548 <br /> 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 <br /> Accumulative Storage (Acre-Ft) <br /> Storage volume computations <br /> POND 013 <br /> i <br /> ELEV. Width LENGTH AREA AVG. INTERVAL STORAGE ACC. STAGE <br /> (ft) (ft) (ft) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL <br /> (ac) (ac-ft) (ft) <br /> 5548.00 N/A N/A 0.00 <br /> I� 5549.00 NIA N/A 0.37 0.19 1.00 0.12 0.12 1.00 <br /> - -- -- -- <br /> 0,50 1.00 0.46 0.58 2.00 <br /> 5550.00 N/A NIA 0.643.00 <br /> ------- <br /> 30 <br /> ----- ----- ----------- <br /> _-_ 0.82 1.00 0.73 1. <br /> � 5551.00 NIA N/A 1.01 <br /> 24"D RISER WITRASH RACK&ANT!-VORTEX 37/}�EE-78"D X 2D'L CMP EMERGENCYSP<LLWAY 1 5552.00 '^��� NIA 1.15 <br /> 1.08 1.00 1,06 2.37 4.00 <br /> 5553.00 N/A N/A 1.23 <br /> 1.19 1.00 1.18 3.55 5.00 <br /> 5554 1. 1.00 1. 4. .00 <br /> .00 N/A N/A 1.31 1.3 <br /> 24"D X 100L CMP PR/MARY SPILL WAY 7Wp-61GATE VAL 1/E(WEEP HOLE) 5 1.00 1.34 6.14 7.00 <br /> ANT/SEEP COLLAR <br /> 5555.00 NIA N/A 1.39 <br /> C C` 5556.00 N/A NIA. 1.47 1.43 1.00 1.42 7.56 8. <br /> 00 <br /> 5570 <br /> A A5570 5570 5570 5557A0 NIA N/A 1.56 1.51 1.00 1.50 9.06 9.00 <br /> 1.60 1.00 1.58 10.64 10. <br /> 5558.00 N/A N/A, 1.64 <br /> 5560 5560 5560 5559.00 N/A N/A 1.73 1.69 1.00 1.67 12,31 11.00 <br /> 5560 <br /> 5560.00 N/A NIA 1.80 1.77 1.00 1,76 14.07 12.00 <br /> 5550 5550 5550 5550 <br /> 0+00 0+50 0+80 <br /> 5540 5540 �II <br /> 1+00 0+50 0+00 SCALE. 1"=30' I <br /> i <br /> I <br /> SCALE: 1"=30' <br /> raµ` <br /> B 5.570 ! r <br /> 5570 ^ <br /> 5560 <br /> 5560 <br /> T R-7 0 <br /> 5550 5550 <br /> Approved 513/1 S <br /> 5540 5540 <br /> 2+50 2+00 1+50 1+00 0+50 0+00 <br /> SCALE.- 1"=30' _ _ -- - <br /> ATTACHMENT 2.5.3(3)-21-pg32 <br /> NOTES - <br /> 1 POND 013 CONTOURS ARE FROM AS BUILT, TR-56. POND 013 AS BUILT <br /> 2) POND 013 STAGE STORAGE CURVE WAS RECALCULATED USING AS BUILT TR-56 DATA. <br /> 3 POND 013 VOLUME REPORT WAS RECALCULATED USING AS BUILT TR-56 DATA. ENGINEERS CERTIFICATION <br /> } SPILLWAY PIPES. ♦��� p�rL �j���i,► 1, Ross L. Gubka, herby certify that this map and <br /> 4} GROSS SECTION A-A' HAS BEEN MODIFIED TO REMOVE THE EMERGENCY S 2$;* ,,,,,, �' ��i� associated notes has been reviewed by me. The SCALE. 1" =39 <br /> 5) CROSS SECTION B-B' FROM AS BUILT TR-56. ;�•L eG:,P associated notes describe any changes that were <br /> EMERGENCY SPILLWAY PIPES IN RELATIONSHIP TO POND EMBANKMENT. a ORIGINAL DATE: NOVEMBER 2007 <br /> 6} CROSS SECTION C-C IS NEW AND SHOWS THEE ;o : o - made since the TR-56 approval process. <br /> •� 0 �• _ � DWG. BY. RLG <br /> 7) THE PARSHALL FLUME SIZE HAS BEEN CORRECTED. • The information was provided by New Horizon Kline <br /> INLET HAS BEEN CORRECTED. p q g APPROVED BY. FKF <br /> 8) THE SIZE OF THE NORTHEASTNew <br /> personnel or qualified consultants working for �`oRIzo� <br /> 9 THE SOUTHEAST HALF CMP INLET STRUCTURE HAS BEEN ADDED. '• � � � Horizon Mine, and that I am a Professional Engineer .MAP NO. <br /> } I licensed in Colorado as required by the provisions NEW HORIZON MINE <br /> ONAL 1'► Permit C1981008 <br /> ����ttNlllil���r, of C.R.S. 12-25-101 through C.R.S. 12-25-119. P.o Box 62s,Nuclar CO.81424 �� 2.�5.3�3)"78 <br /> IN WITNESS WHEREOF, I have hereunder <br /> set my hand and affixed my seal. <br /> RO S L. UBKA <br /> P.E_No.28950 <br /> N"� i5 No. REVISION DATE BY 1 <br /> � <br /> PR 06 CHANGE IN TITLE BLOCK 10/1/10 GL <br /> 11 <br /> ADDED SE INLET, CORRECTED FLUME SIZE,AND A NEW <br /> TR-70 PROFILE TO SHOW EMERGENCY SPILLWAY CORRECTLY 12121115 RLG <br /> 30' 0 30' 60' <br /> S <br /> FILE NAME: MAP 2.05.3(3)-18 28DEC15.dwg <br />