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1 <br /> LEGEND <br /> i PRIMARY SPILLWAY PERMIT BOUNDARY <br /> Outlet siructurs 6" Gate valve with <br /> Plastic liner with 2"-12' � control rod <br /> Rip-Rap:Rock <br /> In Line Electronic Flow T /' - <br /> I� Meter installed In Primary - <br /> CMP ._ <br /> - --_ ;�',;'; '* x, Barrel & Riser joint incased in <br /> __, ;•�. concrete. Metal trash rack& <br /> 11 <br /> �WonE�roN x x Y anti-vortex on top of Riser Stage Storage Curve <br /> ' --- , AP. C-2010 089 <br /> POND <br /> Emergency � � - 5685 <br /> g Cy Discharge Pipe i' I TOP OF STRUCTURE <br /> ' 2ft @ 1,28% 15684 - 685.0) <br /> �1DiaCMPX37 5683 EN <br /> ' J I 6' Gate Valve with <br /> Prlmary Discharge Pipe I tl Control rodRG NC SPI LW Y CHANNEL(5683.0) <br /> 1 B"Dia OMP X 3431t @ 1 10% 'I �- <br /> i 5682 RIN IPA 8PI LW (5 61.9 <br /> P K S GE(10Y -24 R) <br /> 1 5681 <br /> STRUCTURE ELEV. <br /> Top of ruc r 0 <br /> Elev 685' TOP OF PRIMARY RISER 5,681.9 5680 <br /> FLOW LINE OF 18" BARREL AT RISER 5,678.0 0 <br /> Y <br /> OF WEEP HOLES 5,678.3 � 5679 <br /> FLOW LINE <br /> NOTES. W n <br /> '1 -VAEEP HOLES:2-6"GATE VALVES WITH CONTROL RODS EXTEND TO CREST OF 5678 (VA IABI E SI E EP OL 8• UR EN Y 0 EN .1") <br /> Arlt-�e4p Collars <br /> EMBANKMENT <br /> 6 t1I I Prima -TOP OF RISER EQUIPPED WITH TRASH RACK&ANTI-VORTEX I <br /> -BARREL&RISER:18"DIAMETER CORRIGATED METAL PIPE(CMP) 5677 <br /> Spill 'a <br /> 0 4 8 12 5676 <br /> SE DIM NI rrO GE(567 :6) <br /> 5675 <br /> L <br /> 5674 <br /> 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 <br /> b a <br /> m,0r;gency EMERGENCY ILLWAY Accurmulative Stora 9 (Acre-Ft <br /> ) <br /> tiSpi�6, ay <br /> Inel <br /> I Storage volume computations I <br /> 18" Emergency Spillway CMP i e C-2010-089 <br /> 9 Y p Y <br /> / Elev. 5680.5 POND NHN-002- I - - - - - - - - - - - - - - - - <br /> \ ' ELEV. Width LENGTH AREA AVG. INTERVAL STORAGE ACC. STAGE <br /> - r i <br /> (ft) (ft) (ft) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL <br /> (ac) (aceft) (ft) <br /> 5685.... 5674.0 N/A N/A 1.24 <br /> +i 5675.0 N/A NIA 1.. 151 1.56 0.8 <br /> 1.29 <br /> 1.2.63 1.8 <br /> / 5675.8 N/A N/A 1.,61 <br /> 1.62 0.2 0.26 2.89 2.0 <br /> i 5676.0 NIA N/A 1.63 <br /> 1.69 1.0 1.67 4.56 3.0 <br /> 5677.0 N/A N/A 1.76 <br /> 5678.0 N/A NIA 1.88 1.82 1.0 1.80 6.36 4.0 <br /> S 1.94 1.0 1.91 8.27 6.0 <br /> 5679.0 N/A N/A 2.00 <br /> l 68a <br /> 2.06 1.0 2.04 10.31 6 <br /> 5680.0 NIA NIA 2,12 .0 Plastic Liner 2. 1. 2. 14.46 7. <br /> Inlet Structure- <br /> 9 <br /> 5681.0 N/A NIA 2.24 ' <br /> ; 5681.9 N/A N/A 2.35 2.29 0.9 2.07 1 .53 7. <br /> 5682.0 N/A N/A 2.36 2.36 0.1 0.21 14.74 8.0 <br /> 5683.0 N/A NIA 2.50 2.43 1.0 2.40 17.14 9.0 <br /> + \ i ;6' DIa. Drop Inlet 5584.0 N/A N/A 2.65 2.57 1.0 2,55 19.69 10.0 <br /> + Elev. = 5682.9' 5685.0 N/A N/A 2.86 2.75 1.0 2.69 22.38 11.0 <br /> + <br /> + <br /> 10 BASK <br /> Emergency Spillway-open channel of Native Fill <br /> \ 8.1' wide with 6' Dia. Concrete Drop Inlet <br /> 0 10 20 1 301I <br /> N �^� <br /> J <br /> A <br /> CROSSiiiiiiiiiii ,SECTIONS <br /> S <br /> . Ir <br /> A A, B <br /> 5710 p� �P�.••..��F �4� ENGINEERS CERTIFICATION <br /> 5710 5710 5710 _ <br /> •• ••' 2 �� 1, Ross L. Gubka, hereby carts that this <br /> `rororoo���� C' c�� P� Y e <br /> o > o map has been reviewed by me and is true <br /> ( 5700 5700 5700 5700 28 and correct to the best of my knowledge and <br /> G information, relying on information supplied <br /> i '• r•���" by experts employed by Western Fuels-Colorado, <br /> 5690 5690 5690 p0 •ONAL ����0` working forA Limited Western Fuels- Coloradoty Company or ,ed consultants <br /> and that I am a <br /> Iniel etructu 1 5690 IIIIIIIIIIII\\\\\ <br /> + Plee Stoner _ Professional Engineer licensed In Colorado as <br /> F BOSS L. GUBKA required by the provisions of C.R.S. <br /> + +++ 5680 e' 5680 5680 Q 5680 P.E. No. 28950 12-25-101 through C.R.S. 12-25-119. IN <br /> + + L?� ©g ��` WITNESS WHEREOF, 1 have hereunder set <br /> + + ' + RM <br /> ++ ++ + ' ' 5670 5670 u z.� tS my hand and affixed my seal. <br /> + 5670 5670 <br /> + <br /> + 0+00 2+00 4+00 0+00 2+00 4+00 <br /> !l <br /> POND NHN-002 AS-BUILT <br /> SCALE: AS SHOWN <br /> r v _D ORIGINAL DATE: 6125115 <br /> Cj F--'�1 y`.• Lu DWG. BY: WFA <br /> 5700 miy�Alo APPROVED BY: R. GUBKA <br /> 5690 Df WESTERN FUELS- <br /> 5700 q <br /> `1 6 20 � <br /> ORIGINAL GROUND JU� 1 RIS-COLORADO FILENAME:MAP 2.05.3(4)-10 TR-10 rev070815.dwg <br /> ' on ecta b0 , <br /> 5690 <br /> (�ivis •It6, &Sat A LIMITED LIABILITY COMPANY DWG NO. <br /> 5680 NEW HORIZON MINE Map 2. 05.3(4)- 1 <br /> 5680 - <br /> Permit C-2010-089 <br /> P.0 Box 628,Nucla, CO. 61424 <br /> 5670 5670 No, REVISION DATE BY CHK <br /> 0+00 2+00 4+00 6+00 8+00 10+00 10+50 ;o Pond NHN-002 As-Built 6125115 WFA TT <br /> VERTICAL SCALE: 1" = 20' <br /> / HORIZONTAL SCALE: 1 = 100' <br /> 0 60 120 /180 <br />