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U <br />0 <br />C <br />CM <br />0 <br />(I- <br />C:) <br />N <br />0 <br />L <br />U <br />a) <br />N <br />O <br />V <br />0 <br />N <br />O <br />O <br />N <br />00 <br />N <br />0 <br />0 <br />0 <br />r- <br />CD <br />Y <br />fU <br />J <br />0 <br />N <br />0 <br />9 <br />G <br />LL_ <br />U <br />200' (MIN.) <br />v <br />5053.7 <br />V <br />Q <br />W <br />O <br />� <br />cV <br />Q <br />� <br />1164.85 <br />5051 <br />Z <br />1123.13 <br />5050 <br />41.10 <br />1081.82 <br />5049 <br />40.69 <br />Z <br />5048 <br />40.28 <br />1000.45 <br />5047 <br />39.87 <br />960.37 <br />J <br />39.47 <br />TOP OF NEW BERM <br />5045 <br />39.06 <br />881.44 <br />5044 <br />�- 1 -°-f -- 25' 10' <br />� <br />5043 <br />38.26 <br />RAISE TO MINIMUM <br />5042 <br />37.86 <br />766.07 <br />5041 <br />37.46 <br />728.41 <br />ELEV. 5054 <br />37.06 <br />691.15 <br />5039 <br />36.67 <br />END OF PROPOSED <br />6' <br />10' <br />60 <br />EXISTING <br />35.89 <br />SLURRY WALL <br />35.50 <br />2% <br />5035 <br />SLURRY <br />10' _ WALL <br />510.73 <br />s�o <br />\ <br />34.72 <br />EXISTING <br />GRADE <br />5033 <br />EXISTING <br />3 ] <br />(MIN.) <br />H74 <br />5032 <br />33.96 <br />407.14 <br />5031 <br />33.58 <br />GRADE �7 <br />5030 <br />33.20 <br />\ <br />5029 <br />32.82 <br />306.98 <br />5028 <br />32.44 <br />274.35 <br />5027 <br />32.07 <br />242.09 <br />5026 <br />31.70 <br />210.21 <br />15' <br />31.33 <br />SLURRY WALL <br />EMBEDDED INTO <br />5024 <br />30.96 <br />IMPERMEABLE HOMOGENEOUS <br />-- END of <br />30.58 <br />116.78 <br />BEDROCK <br />26.27 <br />88.36 <br />BACKFILL. SEE FULTON <br />PROPOSED <br />64.19 <br />APPROXIMATE <br />3 <br />REMOVE TOP 2' OF-----//9 <br />. : _.� .o <br />LAKES DESIGN REPORT FOR <br />SLURRY WALL <br />5018 <br />BEDROCK <br />CONTACT <br />16.75 <br />EXISTING SLURRY <br />a ; a ' <br />SPECIFICATIONS MARCH 2002 <br />5016 <br />3.67 <br />3.65 <br />5015 <br />WALL AND TIE -IN <br />1.06 <br />5014 <br />0.30 <br />0.16 <br />5013 <br />0.02 <br />KEYWAY <br />A <br />INTERIOR <br />DIKE - SLURRY WALL <br />TIE -IN ELEVATION <br />7 <br />N.T.S. <br />KTNN SLURRY <br />WALL <br />CAP DETAIL <br />7 N.T.S. <br />TOP OF - <br />MINING <br />SLOPE <br />10' <br />(MIN.) <br />A <br />NEW SLURRY <br />WALL <br />EXISTING <br />SLURRY <br />WALL <br />F�'Iw <br />Lv <br />J <br />INTERIOR DIKE - SLURRY WALL PLAN VIEW <br />N.T.S. <br />5060 <br />5055 <br />5050 <br />5045 <br />5040 <br />5035 <br />5030 <br />5025 <br />5020 <br />5015 <br />5010 <br />REVISIONS <br />No. l)atc 13y Chk'd Description <br />1 3/26/02 CJC KES CITY COMMENTS <br />Capacity (Ac. -Ft.) <br />0 200 400 600 800 1000 <br />1200 1400 <br />U <br />Q� <br />HIGH WATER SURFACE ELEV: 5053.7 <br />U <br />Area <br />(acre) <br />v <br />5053.7 <br />V <br />Q <br />W <br />5053 <br />� <br />cV <br />Q <br />� <br />5060 <br />5055 <br />5050 <br />5045 <br />5040 <br />5035 <br />5030 <br />5025 <br />5020 <br />5015 <br />5010 <br />0 5 10 15 20 25 30 35 40 45 <br />Area (acres) <br />AREA - CAPACITY CURVE <br />-*'- Capacity <br />--w- Area <br />O O <br />J � <br />10' <br />PER M <br />APPROVED EXISTING <br />- -- MINING PLAN GRADE <br />3y'1V <br />SLURRY HOMOGENEOUS BACK RECD /Meg S <br />LL <br />WALL COpE 20' CLAY SHALE OVEREXCAVATION TO <br />BE USED AS BACKFILL MATERIAL <br />-- _...-.------------ <br />6' 15' �i \\ / /i\ /// /�' / / / /,� / /,� w' <br />COMPETENT <br />CLAY SHALE REMOVE ALL UNWEATHERED SHALE, COMPETENT <br />BEDROCK SCARIFY AND MOISTEN PRIOR TO UNWEATHERED <br />PLACING FILL ON BEDROCK. BEDROCK <br />C TYPICAL RESERVOIR LINER SECTION <br />7 N.T.S. <br />1' OF COMPACTED <br />FILL OVER CLAY CORE <br />25' <br />NOTE: ELEVATION OF CREST 1.0'- <br />VARIES. CONSTRUCT A <br />2% CROSS -SLOPE ON 2% 2% <br />CREST FOR DRAINAGE <br />3.] <br />3 "•� <br />151 <br />ZONE 2 <br />FILL ZONE 2 <br />ZONE 1 I FILL <br />IMPERVIOUS <br />CORE <br />INTERIOR DIKE CREST DETAIL <br />N.T.S. <br />AREA - CAPACITY TABULAR DATA <br />Elevation <br />(feet) <br />Area <br />(acre) <br />Volume <br />(acre -feet) <br />5053.7 <br />42.64 <br />1236.73 <br />5053 <br />42.34 <br />1206.99 <br />5052 <br />41.93 <br />1164.85 <br />5051 <br />41.51 <br />1123.13 <br />5050 <br />41.10 <br />1081.82 <br />5049 <br />40.69 <br />1040.93 <br />5048 <br />40.28 <br />1000.45 <br />5047 <br />39.87 <br />960.37 <br />5046 <br />39.47 <br />920.70 <br />5045 <br />39.06 <br />881.44 <br />5044 <br />38.66 <br />842.58 <br />5043 <br />38.26 <br />804.12 <br />5042 <br />37.86 <br />766.07 <br />5041 <br />37.46 <br />728.41 <br />5040 <br />37.06 <br />691.15 <br />5039 <br />36.67 <br />654.28 <br />5038 <br />36.28 <br />617.81 <br />5037 <br />35.89 <br />581.72 <br />5036 <br />35.50 <br />546.03 <br />5035 <br />35.11 <br />510.73 <br />5034 <br />34.72 <br />475.81 <br />5033 <br />34.34 <br />441.28 <br />5032 <br />33.96 <br />407.14 <br />5031 <br />33.58 <br />373.37 <br />5030 <br />33.20 <br />339.99 <br />5029 <br />32.82 <br />306.98 <br />5028 <br />32.44 <br />274.35 <br />5027 <br />32.07 <br />242.09 <br />5026 <br />31.70 <br />210.21 <br />5025 <br />31.33 <br />178.70 <br />5024 <br />30.96 <br />147.55 <br />5023 <br />30.58 <br />116.78 <br />5022 <br />26.27 <br />88.36 <br />5021 <br />22.06 <br />64.19 <br />5020 <br />17.90 <br />44.21 <br />5019 <br />13.67 <br />28.43 <br />5018 <br />9.68 <br />16.75 <br />5017 <br />6.42 <br />8.70 <br />5016 <br />3.67 <br />3.65 <br />5015 <br />1.50 <br />1.06 <br />5014 <br />0.30 <br />0.16 <br />5013 <br />0.02 <br />0.00 <br />Permit #: 4 Confidental ?: J <br />Class: O �5r sr- Type- Seq.:-i TZ 3 <br />From: re . e ;ob-tr�"S To: J7rVl� <br />Doc. Na e: <br />Doc. Date (if no date stamp): <br />2 5' <br />(MIN.) <br />THORNTON ARVADA <br />OPL ' <br />�p SL I 3y. 1 � LEAVE A 20' STIFLE OF <br />CLA�NSHALE ? ] M,q RE,1,E0 COMPACBEDRBERMBANpEEN <br />3N. CORE k SHOP OVEREXCAVATION AREAS <br />2IN <br />`-ZONE 2 6 J_ �1H 1V - -- -- - - - - - -- <br />OVERBURDEN (MIN.) 12' SLOPE ZONE 2 <br />(MIN.) OVERBURDEN CLAY SHALE <br />(ML) LE I APPROXIMATE CONTACT (ML) OVEREXCAVATION <br />WITH SHALE BEDROCK O BE USED AS <br />ZONE 1 MATERIAL <br />(APPROX. 5' DEEP) <br />NOTE: ALL EXPOSED CLAY SHALE UNDER THE <br />INT rD"s� TYPICAL INTERIOR DIKE SECTION BE FOOTP <br />ILLOEDTWITHIN TE8 IOOURSEOFHTHE <br />TIME OF EXPOSURE TO AIR WITH A MINIMUM <br />7 N.T.S. OF 2 FEET OF COMPACTED MATERIAL. <br />7aQlPF�i�I'�3C�� - "•"'.�_".�i .: n�i".'..�.,Wx�..:- ._�:v^w. -.. ...'4EFh'6�`ii,. -�- '.79t6R6.33C':'it:» "Z�iB�i�iT ".mow. "s;:.4��i- : ".43FT'': +r�'LA� R'S^.'.�.':.:5!k�??.•'s '6�7 eOl'; _... <br />.r.'r•�'n� "__. . "'y7S; �5i:.�. �5_._._.,....i,.SFLC °'SLXiP7P <br />.o� <br />W <br />a� <br />aW <br />rc <br />WN <br />0 <br />Z <br />a <br />RECEIVED <br />MAR 2 9 2002 <br />Diu�s�ar, 01 101110ra3s and Geology <br />O <br />W <br />w a <br />oc � <br />a o <br />0 <br />Q <br />MAR 2 9 2002 <br />Date: <br />10/29/01 <br />000�rr u <br />O M 00 r- <br />N V1 00 a <br />01 -121 <br />Drawn: <br />CJC <br />Design: <br />KES <br />00 M <br />w <br />Scale: <br />tl �D <br />4'd <br />tC <br />; goo a <br />ON <br />E� <br />v <br />W <br />C <br />ca <br />J <br />0 <br />0 <br />_4)rn <br />C <br />°0 <br />:C <br />N <br />C <br />� <br />a <br />0 <br />� o <br />' N <br />M � <br />N <br />O O <br />,+ <br />U N M <br />O <br />�Ca�ww <br />.o� <br />W <br />a� <br />aW <br />rc <br />WN <br />0 <br />Z <br />a <br />RECEIVED <br />MAR 2 9 2002 <br />Diu�s�ar, 01 101110ra3s and Geology <br />O <br />W <br />w a <br />oc � <br />a o <br />0 <br />Q <br />MAR 2 9 2002 <br />Date: <br />10/29/01 <br />Job No: <br />01 -121 <br />Drawn: <br />CJC <br />Design: <br />KES <br />Checked: <br />C MA <br />Scale: <br />AS SHOWN <br />Sheet: <br />7 <br />OF: <br />