PERMFILE41851 - Laserfiche WebLink

Home Browse Search

TCH C 6 EMERGENCY 10' WIDTH TOP OF DAM AT 5620' SPILLWAY 6" VALVE BOTTOM AT 2.5.1 5618.0' s• PRINCIPAL SPILLWAY INLET 5612.5' 18" OR LARGER CUP PRINCIPAL SPILLWAY 5580 5585 5590 5595 OF DAM 5570' 1 0 6h EMERGENCY 10' WIDTH TOP OF DAM AT 5570' SPILLWAY BOTTOM AT 6" VALVE NOR 5559.0' -PRINCIPAL SPILLWAY INLET 5662.5' 18" OR LARGER CUP PRINCIPAL SPILLWAY N HORIZONTAL CROSS - SECTION DISTANCE - FEET E�IERGEIV C Y S°P /L L WAY DETAILS TYPICAL EMERGENCY SPILLWAY (ALL PONDS) TRAPEZOIDAL DITCH !0 FEET WIDTH POND /° SP /LL WAY 2. ON: 1.0V SIDESLOPES ELEVATIONS Q 2.0 1.8 1.6 j 1.4 W 1.2 1.0 4 0.8 0.5 0.4 O 0.2 ° 10 20 DECEIVED SEP 1 2006 Division 0f Reclamation, Sa MInIn9 PLAN VIEW SCALE SCALE IN FEET 60' 0 120 DISTURBED AREA LIMITS PLAN VIEW SCALE: 1 " = 60' CROSS—SECTION SCALE AS SHOWN IN EACH CROSS — SECTION FLOW (CFS) X40 50 60 70 80 90 Top o f 1.5' Trapezoidal Channe /Emergency Spillway All Ponds) Equal Side Slopes Channel Lining: 12 inch Rock Rip -Rap Manning 's n = 0.0395 Slope = 0.5% NOTE: IN THE CASE OF POND 010, THE BOTTOM OF THE SPILL WA Y IS PLA CED 2.0 FEET FROM THE TOP OF THE DAM. ALL OTHER PONDS HAVE THE SPILLWAY 1.0 FEET BELOW THE TOP SINCE THESE PONDS ARE DESIGNED TO CONTAIN THE 25 YEAR EVENT. THE PEAK FLOW IN THE SPILLWAY (6.09 CFS) CORRESPONDS TO AN ELEVATION OF 5618,41', THEREFORE, FREEBOARD IS 1.59 FEET F' 5582 RE S l p.G / 5580 / ...... W 1S'C.F.9 5578 5576 :O 5574 5572 5570 ELEV. oN'. 5568 5566 FT ...// . 060 5564 1 V 5562 5560 555e 5556 1301 0-7 5554 5552 WESTERN FUELS - COLORADO 5550 �* - A LIMITED LIABILITY COMPANY NEW HORIZON MINE P.0 Box 628. NUC%, CO. 81424 MAP 2.05.3(3)6 -1 PONDS 10 & 13 LAYOUTS 's T. INTERVAL 5' MG. DATE: 4/25/99 REV. NO. GONT. DATE: REV. DATE 7/27/06 GL CRAWN 8Y: DWG. NO.: GREG LE1nM. P.E. a' \x'ae \oatl,V.cxoWrmu \2aos N1Yd_pabxT�yapaM.91a10 -1 w.a. ID •�a euYe, a>1vuena 5635 5633 5631 5629 PPONAD 5627 O 10 5625 5623 5621 5619 5617 5615 5613 EL EV. 5611 5609 FT 5607 5605 5603 5501 5599 5597 5595 5593 5591 5589 5587 5585 N O b Q) Q) O O O 10RIZONTAL CROSS- SECTION DISTANCE - FEET TCH C 6 EMERGENCY 10' WIDTH TOP OF DAM AT 5620' SPILLWAY 6" VALVE BOTTOM AT 2.5.1 5618.0' s• PRINCIPAL SPILLWAY INLET 5612.5' 18" OR LARGER CUP PRINCIPAL SPILLWAY 5580 5585 5590 5595 OF DAM 5570' 1 0 6h EMERGENCY 10' WIDTH TOP OF DAM AT 5570' SPILLWAY BOTTOM AT 6" VALVE NOR 5559.0' -PRINCIPAL SPILLWAY INLET 5662.5' 18" OR LARGER CUP PRINCIPAL SPILLWAY N HORIZONTAL CROSS - SECTION DISTANCE - FEET E�IERGEIV C Y S°P /L L WAY DETAILS TYPICAL EMERGENCY SPILLWAY (ALL PONDS) TRAPEZOIDAL DITCH !0 FEET WIDTH POND /° SP /LL WAY 2. ON: 1.0V SIDESLOPES ELEVATIONS Q 2.0 1.8 1.6 j 1.4 W 1.2 1.0 4 0.8 0.5 0.4 O 0.2 ° 10 20 DECEIVED SEP 1 2006 Division 0f Reclamation, Sa MInIn9 PLAN VIEW SCALE SCALE IN FEET 60' 0 120 DISTURBED AREA LIMITS PLAN VIEW SCALE: 1 " = 60' CROSS—SECTION SCALE AS SHOWN IN EACH CROSS — SECTION FLOW (CFS) X40 50 60 70 80 90 Top o f 1.5' Trapezoidal Channe /Emergency Spillway All Ponds) Equal Side Slopes Channel Lining: 12 inch Rock Rip -Rap Manning 's n = 0.0395 Slope = 0.5% NOTE: IN THE CASE OF POND 010, THE BOTTOM OF THE SPILL WA Y IS PLA CED 2.0 FEET FROM THE TOP OF THE DAM. ALL OTHER PONDS HAVE THE SPILLWAY 1.0 FEET BELOW THE TOP SINCE THESE PONDS ARE DESIGNED TO CONTAIN THE 25 YEAR EVENT. THE PEAK FLOW IN THE SPILLWAY (6.09 CFS) CORRESPONDS TO AN ELEVATION OF 5618,41', THEREFORE, FREEBOARD IS 1.59 FEET F' 5582 RE S l p.G / 5580 / ...... W 1S'C.F.9 5578 5576 :O 5574 5572 5570 ELEV. oN'. 5568 5566 FT ...// . 060 5564 1 V 5562 5560 555e 5556 1301 0-7 5554 5552 WESTERN FUELS - COLORADO 5550 �* - A LIMITED LIABILITY COMPANY NEW HORIZON MINE P.0 Box 628. NUC%, CO. 81424 MAP 2.05.3(3)6 -1 PONDS 10 & 13 LAYOUTS 's T. INTERVAL 5' MG. DATE: 4/25/99 REV. NO. GONT. DATE: REV. DATE 7/27/06 GL CRAWN 8Y: DWG. NO.: GREG LE1nM. P.E. a' \x'ae \oatl,V.cxoWrmu \2aos N1Yd_pabxT�yapaM.91a10 -1 w.a. ID •�a euYe, a>1vuena