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P <br />PRINCIPAL SPILLWAY <br />EM RGEN SP LWAY ELEV 6577.1 <br />ELE 65 .0 <br />P � <br />SEDIMENT POND 003 PLAN VIEW <br />SCALE <br />50' 0 50' 100' <br />CONTOUR INTERVAL 1 FT. <br />8" CMP WATERTIGHT BAND <br />8" CMP END PLATE <br />EMERGENCY SPILLWAY <br />INVERT ELEV. 6580.0 TOP OF EMBANKMENT <br />WIDTH = 15' WIDE ELEV. 6581.0 <br />WIDTH = 15' WIDE <br />A' <br />26600 <br />W6575 <br />0 +00 <br />A' m <br />6600 < <br />1 +00 <br />TOP OF EMBANKMENT = E' PRINCIPAL SPILLWAY 18' CMP <br />ELEV. (SEE DETAIL) <br />WIDTH = 15' WIDE ELEV. 65771 <br />� B <br />z 6600 <br />'BOTTOM OF POND ELEV. 6569.9 <br />w 6575 <br />6550 L <br />0+00 <br />1 +00 <br />2 +00 <br />2 +00 <br />3 +00 <br />6575 <br />3 +00 <br />B m <br />r <br />6600 <br />z <br />6575 <br />4 +00 <br />SEDIMENT POND 003 CROSS - SECTIONS <br />HORIZONTAL SCALE <br />0 50' 100' <br />VERTICAL SCALE <br />0 50' 100' <br />6550 <br />5 +00 <br />° ullllllllll1111 1 "` �� <br />PROFESSIONAL ENGINEERS STATEMELYd <br />l state tha is map was preporc 1� <br />information l <br />mation p esented hereon is true, <br />and correct to the best of my <br />knowledge and in 7M <br />2 ZO D A <br />o e Micha,l W. LL CO P.E. 26046 <br />6" CMP EXTENSION <br />TRASH RACK: 4" OPENINGS WITH 1/2" _ Notes: 1) The as -built embankment configuration, Spillway structures and impoundment <br />BARS, BOLT ON CONNECTION TO 6 " CMP "- SEDIMENT POND 003 STAGE STORAGE elevations presented herein were surveyed in September 2005. <br />EXTENSION !- _ __..._.._. _. <br />INVERT ELEV. 6 ,577.10• 2) This as -built drawing was originally approved by the Colorado Division of <br />Elev. _ Stage Area Total Capacity Description <br />__.- .__.._._.._ Reclamation, Mining and Safety ( CDRMS) for the Seneca II Mine, Permit C -80 -005. <br />XI STING 15" CMP (ft. - MSL) (ft) (acres) (ac -ft) The approved Seneca lI Mine drawing is Exhibit 7 -11, Northwest Impoundment 9003, <br />6569.9 0.0 0.00 0.00 Bottom of Pond <br />DETAIL OF PRINCIPAL SPILLWAY _ with a certification date Of August 22, 1986. <br />Not to Scale 6570.0 0.11'; 0.04 0.00' <br />6572.0 ` 2.11 0.42 0.46 3) Pond 003 is an approved, postmine permanent impoundment. The Office of State <br />18" CMP END PLATE 6574.0 4.11 0.59 1.47 Engineer approved the permanent impoundment request in a memorandum to CDRMS <br />', __...._..._ <br />6576.0 6.11 0.75` 2.81 dated August 31, 2006. The CDRMS approved the permanent impoundment <br />TRASH RACK s" CMP EXTENSION - - -- - <br />6577. - demonstration as art of TR -37 in a decision dated September 12 2006. <br />1 � 7.2 0.83 '. 3.67 Principal Spillway p p <br />6578.0 8.11 0.89 4.44 <br />6580.0 10. ?1 1.00 6.33 Emergency Spillway 4) This principal spillway detail replaces the principal spillway detail presented in the <br />- -- - - Seneca 11 Mine Permit on Exhibit 7 -11. The detail presented herein was included with <br />6581.0 11.11 1.06 7.37 Top of Embankment the As -Built Report, Sediment Pond 003, Seneca 11 Mine, dated April, 2005, which was <br />NOTE: THIS FIGURE REPLACES approved by CDRMS as part of TR - 37. <br />PRINCIPAL SPILLWAY DETAIL <br />PRESENTED ON EXHIBIT 7 -11 <br />DATED 8/13/86. <br />t'f4i151'T Q. 05.3 -G(�) <br />REG /S'T 1111 <br />�iG <br />\� . ....... <br />O <br />W . F <br />v 26046 <br />c <br />AIL­ <br />° ullllllllll1111 1 "` �� <br />PROFESSIONAL ENGINEERS STATEMELYd <br />l state tha is map was preporc 1� <br />information l <br />mation p esented hereon is true, <br />and correct to the best of my <br />knowledge and in 7M <br />2 ZO D A <br />o e Micha,l W. LL CO P.E. 26046 <br />6" CMP EXTENSION <br />TRASH RACK: 4" OPENINGS WITH 1/2" _ Notes: 1) The as -built embankment configuration, Spillway structures and impoundment <br />BARS, BOLT ON CONNECTION TO 6 " CMP "- SEDIMENT POND 003 STAGE STORAGE elevations presented herein were surveyed in September 2005. <br />EXTENSION !- _ __..._.._. _. <br />INVERT ELEV. 6 ,577.10• 2) This as -built drawing was originally approved by the Colorado Division of <br />Elev. _ Stage Area Total Capacity Description <br />__.- .__.._._.._ Reclamation, Mining and Safety ( CDRMS) for the Seneca II Mine, Permit C -80 -005. <br />XI STING 15" CMP (ft. - MSL) (ft) (acres) (ac -ft) The approved Seneca lI Mine drawing is Exhibit 7 -11, Northwest Impoundment 9003, <br />6569.9 0.0 0.00 0.00 Bottom of Pond <br />DETAIL OF PRINCIPAL SPILLWAY _ with a certification date Of August 22, 1986. <br />Not to Scale 6570.0 0.11'; 0.04 0.00' <br />6572.0 ` 2.11 0.42 0.46 3) Pond 003 is an approved, postmine permanent impoundment. The Office of State <br />18" CMP END PLATE 6574.0 4.11 0.59 1.47 Engineer approved the permanent impoundment request in a memorandum to CDRMS <br />', __...._..._ <br />6576.0 6.11 0.75` 2.81 dated August 31, 2006. The CDRMS approved the permanent impoundment <br />TRASH RACK s" CMP EXTENSION - - -- - <br />6577. - demonstration as art of TR -37 in a decision dated September 12 2006. <br />1 � 7.2 0.83 '. 3.67 Principal Spillway p p <br />6578.0 8.11 0.89 4.44 <br />6580.0 10. ?1 1.00 6.33 Emergency Spillway 4) This principal spillway detail replaces the principal spillway detail presented in the <br />- -- - - Seneca 11 Mine Permit on Exhibit 7 -11. The detail presented herein was included with <br />6581.0 11.11 1.06 7.37 Top of Embankment the As -Built Report, Sediment Pond 003, Seneca 11 Mine, dated April, 2005, which was <br />NOTE: THIS FIGURE REPLACES approved by CDRMS as part of TR - 37. <br />PRINCIPAL SPILLWAY DETAIL <br />PRESENTED ON EXHIBIT 7 -11 <br />DATED 8/13/86. <br />t'f4i151'T Q. 05.3 -G(�) <br />