Laserfiche WebLink
w` <br /> w` <br /> �w <br /> ww <br /> w` <br /> TO SILVERTON <br /> TO CORTEZ <br /> w` <br /> w <br /> HESPERUS <br /> DURANGO <br /> us. im <br /> ��40 k�w King II Mine <br /> 00 <br /> C-7 24" ADS SMOOTH ww� 7240 _ _ _ _ ___ 7240 King I Mine TO AZTEC <br /> A' C-6 2 " CMP +w TO FARMINGTON <br /> ---- - <br /> ai.► '* 7235 -- - - - -- -- _ -_ `^ -- 7235 <br /> 'y www 7234.64� �- _ - - <br /> .tW , <br /> ��� / REVISIONS <br /> ` 7225 7225 DATE DESCRIPTION <br /> 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 06/30/15 Technical Revision No. 25 -Surface Hydrology As-Built Update <br /> 12/07/15 Technical Revision No. 25 -Adequacy Review#1 Response <br /> 2 A A <br /> a <br /> C M <br /> 1 FO T Cj <br /> ABO E <br /> EM GENCY <br /> SPI WAY <br /> 712 .64' 7240 <br /> 7240 <br /> Stage Storage Curve - -- <br /> AREA(ac.) <br /> fy 7235 7235 0._-._ 0.21 .-_ 0.42 _ 0.63 - <br /> _ _ <br /> 7234.64 ,i 1 ABOVE EMERGENCY SPILLWAY(723'a.64') - -- <br /> N 3.j8r1 6.5 3.1g' 723a -- - - - <br /> TOP EMERG CY SPILLW Y 17233.64'i ) <br /> ___-___ <br /> TOP PRIMARY SPILLWAY 7232.73'1 <br /> 7225 7225 7232' <br /> 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 a SEDIMENT CLEANOUT LEVEL(7231I67') <br /> 7231'i- <br /> i -�------- -- -65.E--- - --�=- � <br /> 7230' <br /> 4J <br /> B 7229' <br /> W <br /> W 7228, <br /> 7227' <br /> 7226' _ <br /> 0.00 1.00 2.00 3.00 4.00 5.00 <br /> Accumulative Storage (Acre-Ft) <br /> STORAGE VALUE COMPUTATIONS <br /> Sediment Control Structure No. 1 <br /> co (ft) <br /> Width LENGTH AREA AVG. INTERVAL STORAGE ACC STAGE <br /> (R) (ft) (It) (ac) AREA (it) (ac-ft) STORAGE INTERVAL <br /> _ (acl (--A) (ft) <br /> 7226.17 N/A N/A 0.0253 <br /> E 7227.17 N/A N/A 0.2010 0.1131 1.00 0.0800 0.0800 I.00 <br /> 7228.17 N/A N/A 0.4073 0.3042 1.00 0.2656 0.3457 2.00 <br /> 7229.17 N/A N/A 0.5992 0.5032 1.00 0.4670 0.8127 3.00 <br /> 7230.17 N/A N/A 0.6897 0.6444 1.00 0.6321 1.4448 4.00 <br /> 7245 7245 7231.17 N/A N/A 0.7535 0.7216 1.00 0.7097 2.1545 5.00 <br /> 0.7878 1.00 0.7741 2.9286 6.00 <br /> NI, 7232.73 N/A N/A 0.8648 0.8435 0.56 0.4697 3.3983 6.56 <br /> - �- 7233.17 N/A N/A 0.8988 0.8605 0.44 0.3773 3.7756 7.00 <br /> . - 7233.64 N/A N/A 0.9200 0.9094 0.47 0,4246 4.2002 7.47 <br /> -- ----- _ <br /> I 7233.80 N/A N/A 0.9272 0.9130 0.16 0.1419 4.3421 7.63 <br /> 7235 7235 Primary Spillway: 10.477 efs @ 7232.73 <br /> 7234.64 2,43T Secondary Spillway: 16.891 efs @ 7233.64 <br /> 7.0 <br /> A � <br /> 7225 I 7225 <br /> 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 <br /> M C , C <br /> E � �KY PRIIL <br /> s <br /> s <br /> 7 �' 7,2 <br /> 0' 10' 20' 30' o . i2-9-tS <br /> Scale: 1" = 10' 0NM_ <br /> I, 91AIJ (;fje iAK , a professional engineer, certify that <br /> the information on this map is correct to the best of my knowledge and belief. <br /> 3 <br /> C-4 A&B 24" CMP 0 CMP <br /> 24° Emergency Prima <br /> 3500 PSI CONCRETE � CMP RISER 1 Foot Above g y Primary <br /> REINFORCE WITH 'ROPEX (TYP OF 2) 'Emergency Spillway Spillway Spillway <br /> FIBERMESH 300 OR EQUiV. PER VERTICAL 24" g y p• y , <br /> 3 MANF. RECOMENDATIONS ',';.; •• , 0CMP RISER '7,233.64' 79233.649 <br /> INLET END <br /> -2' -6„ +/ 10" 10" WITH OIL <br /> SKIMMER 723s GCC <br /> 72 <br /> -- - ---- --- - - - -- 35 <br /> 9 1 ° �. <br /> r <br /> :b . En erny <br /> N 4' +/ 7zz 7azs RECEIVED <br /> DT o� <br /> i <br /> GCC E LLC <br /> t C-4 A & B 24" Culverts ' <br /> �- -6 - +�_ 5„� 4 +/- E EL „�541 13 County Road 120 <br /> 24 0 CMP Hesperus, CO 81326 <br /> F 2) TO <br /> 0' 30' 60' 90' V FROM OUTSIDE EDGE OF PIPE (TYP) POND <br /> Colorado Mining Permit C-1981-035 <br /> OUTLET <br /> PLAN VIEW SECTION A <br /> Scale: 1" = 30' 0' 15' 30' 45' <br /> Contour Interval = 2' <br /> Pond Contour Interval = 1' King II-OO7C <br /> Scale: 1"' = 15' <br /> 1 Foot Above Pond Details (As-Built) <br /> D i Emergency Emergency Primary <br /> Spillway <br /> 7245 7pillwa y 4' Spillway Spillway Sediment Cleanout Initial Pool Level Inlet Culverts C-6 <br /> 7,233.64' 7,232.73' Level 7,231.67' (Primary Spillway) 7,232.73' 8s C-7 @ 7,234' 7245 Scale: As shown Designed H9: J. Meeourt <br /> 0' 20' 40' 60' Date: 12/07/15 Drawn H <br /> ,,-- y J. McCourt <br /> 7235 -- ----- - -- - -- - <br /> ---- --- -- - ---- - --- - -- 7235 File Path: Environmental\King II\Permit Maps <br /> Scale: 1" = 20' - - <br /> ____ _____ File Name: Kin II 007C Pond Details As Built <br /> 72250 10 20 30 40 50 60 70� 80 90 100 110 120 130 140 150 160 170 180 1910 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410_-420 430 440_ 460__460 _470! 4S0 490 500 5107225 Plot Date: 12/07/15 <br /> 7226 - -- _-_-- -- -- -- -- ---- --- Plot Time: 3:55 pm Approved 1 2/1 71201 5 <br /> TR-25 <br />