Laserfiche WebLink
PARSHALL f <br />18" THROAT. <br />561 <br />J <br />0' 60' 120' , 180 <br />lvf�I <br />EMERGENCY Sf'.tL ! WA's` <br />THREE -18'D X 40'L C,".IP <br />5616 ELEV L <br />I <br />_ LAILET STRUCTURE <br />3611-DIA CMP <br />HOLE <br />6" VAL vES A <br />VARIABLE FROM 0-6" <br />5612 ELEV <br />one opqrat/ona/ - -o` n-�ii► %ii/ normally be closed <br />extens/bns w /I/ be added as needed t ; valVe -body to raise #7e in /et ioh, ov,& the sediment <br />bed load <br />o <br />POND DETAIL SCALE 19 = 601 <br />DRA/NA ,E'BA <N SCAL ° <br />0 0 <br />0 0O o <br />0 <br />o <br />'4p1 � 0 O <br />o o <br />0 0 1 <br />0 O <br />0 O <br />-Fs NJ <br />6 <br />011 <br />� <br />I <br />P 1 \ <br />I A E RE <br />AC S <br />i <br />0 - L. i co <br />IM <br />West Lateral ch <br />0' 400' 800' 0' <br />l " <br />Ij <br />JUL 022010 <br />04vwon of do lanmia',i, <br />191ning and Sd- St'l <br />_ WESTERN FUELS - COLORADO <br />,`. ..�,:. -, <br />A LIMITED LIABILITY COMPANY <br />STAGE STORAGE CURVE <br />RO BOx 628. NUCIA• CO. 81424 <br />MAP 2.05.3(3) -17 <br />Pond 011 As Built <br />CONT. INTERVAL N4 <br />POND 011 - As Built <br />REV. NO. <br />cover. DATE: <br />qEY. DATE 08 /01/OB <br />5620 <br />OWG. NO.: <br />m9s � •ea <br />PERMIT BASE 25JUNIO DRAFP.dwg <br />G rE11IM M <br />5616 <br />et EMINCY <br />WAY(861B.Q0, <br />5616 <br />0 <br />� <br />5sra <br />W <br />AL &VJ -WAG <br />60.0, <br />5612 <br />561 <br />ovlrte <br />(seossal <br />5606 <br />0.00 <br />6.00 <br />1200 <br />ACCUMULA77VrE STORAGE (Acre -Ft) <br />STORAGEV VG COMPUTAR(N S <br />PONO011 <br />-A SUYft <br />ALEy <br />*WM <br />46WOM <br />AIWA <br />AM NVISNAI <br />STORAGE <br />ACC. <br />STAGE <br />IV <br />1%d <br />!K1 <br />(w) <br />AREA <br />im <br />SIORAGEIWER✓A <br />Aw <br />55mo0 <br />N/A <br />_�. A94 <br />_.. <br />0.0012 <br />aa62 <br />6.60 <br />awo <br />30041 <br />am <br />6609.91 <br />WA <br />NOI <br />0.0152 <br />0.0907 <br />0.0164 <br />0.0195 <br />1.100 <br />561am <br />NIA <br />WA <br />0.0062 <br />a0695 <br />am <br />am <br />0.0342 <br />1.30 <br />5610.66 <br />NIA <br />WA <br />aOW7 <br />a1221 <br />aMW ', <br />0.1147 <br />0 -1147 <br />210.3 <br />5611.00 <br />NIA <br />WA <br />aY595 <br />a.1913 <br />am <br />0.50 <br />0..4605 <br />0.aw <br />6611.50 <br />NIA <br />AJA <br />agm <br />0.9210 <br />0.4185 <br />0.6X19 <br />3.30 <br />a m <br />561200 <br />WA <br />WA <br />1.6130 <br />1.6" <br />am <br />3.30. <br />56x250 <br />WA <br />WA <br />1.6601 <br />1.8909 <br />am <br />a8404 <br />am4 <br />2.3306 <br />am <br />6618.00 <br />IV/A <br />WA <br />1.7016 <br />1.7287 <br />am <br />am <br />a <br />51914 <br />4,50 <br />5619.50 <br />NIA <br />WA <br />1.7457 <br />1.7679 <br />0.60.36 <br />OM36 <br />4.0]60 <br />5a0 <br />am <br />6814.0.3 <br />WA <br />WA <br />1.7586 <br />1.910A <br />am <br />0.9058 <br />a96a3 <br />6..50 <br />5614$0 <br />WA <br />NIA <br />1.9824 <br />r'mw <br />am <br />0.9271 <br />59674 <br />6..00 <br />561500 <br />WA <br />WA <br />LWW <br />am <br />am <br />0,9491 <br />56566 <br />6-50 <br />5615.50 <br />WA <br />WA <br />1.920.5 <br />Y <br />tee <br />0.50 <br />0.9716 <br />7.00 <br />5616.00 <br />WA <br />WA <br />1.9WO <br />-9432 <br />1.9699 <br />1.9944 <br />Be 1 <br />730 <br />5616.50 <br />/VA <br />WA <br />20116 <br />2.0342 <br />am <br />1.0171 <br />9. <br />a'.m <br />561700 <br />WA <br />WA <br />20566 <br />21.90.3 <br />am <br />1.0002 <br />fa8 <br />11. X,19 <br />9'.18 <br />5617 -M <br />NIA <br />WA <br />2.1010 <br />21276 <br />am <br />1.0039 <br />11 <br />9!60 <br />561900 <br />WA <br />WA <br />2.1516 <br />21769 <br />0.50 <br />am <br />1.0.965 <br />19.0321 <br />O= <br />9! 60 <br />5616.50 <br />WA <br />WA <br />22012 <br />PARSHALL f <br />18" THROAT. <br />561 <br />J <br />0' 60' 120' , 180 <br />lvf�I <br />EMERGENCY Sf'.tL ! WA's` <br />THREE -18'D X 40'L C,".IP <br />5616 ELEV L <br />I <br />_ LAILET STRUCTURE <br />3611-DIA CMP <br />HOLE <br />6" VAL vES A <br />VARIABLE FROM 0-6" <br />5612 ELEV <br />one opqrat/ona/ - -o` n-�ii► %ii/ normally be closed <br />extens/bns w /I/ be added as needed t ; valVe -body to raise #7e in /et ioh, ov,& the sediment <br />bed load <br />o <br />POND DETAIL SCALE 19 = 601 <br />DRA/NA ,E'BA <N SCAL ° <br />0 0 <br />0 0O o <br />0 <br />o <br />'4p1 � 0 O <br />o o <br />0 0 1 <br />0 O <br />0 O <br />-Fs NJ <br />6 <br />011 <br />� <br />I <br />P 1 \ <br />I A E RE <br />AC S <br />i <br />0 - L. i co <br />IM <br />West Lateral ch <br />0' 400' 800' 0' <br />l " <br />Ij <br />JUL 022010 <br />04vwon of do lanmia',i, <br />191ning and Sd- St'l <br />_ WESTERN FUELS - COLORADO <br />,`. ..�,:. -, <br />A LIMITED LIABILITY COMPANY <br />NEW HORIZON MINE <br />RO BOx 628. NUCIA• CO. 81424 <br />MAP 2.05.3(3) -17 <br />Pond 011 As Built <br />CONT. INTERVAL N4 <br />DWG. DALE 8/16/08 <br />REV. NO. <br />cover. DATE: <br />qEY. DATE 08 /01/OB <br />DRAWN Bf: <br />OWG. NO.: <br />m9s � •ea <br />PERMIT BASE 25JUNIO DRAFP.dwg <br />G rE11IM M <br />