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k <br />4t <br />FL tY E2e = 6777.51 <br />FL ° Dice = 6761.2 <br />r <br />FLFL 12 6781 7 - <br />V <br />1 <br />A <br />i <br />v <br />c <br />O <br />CL <br />,,,�6 ?U7 <br />b <br />I L 8" i 6784.1 <br />Fl <br />c <br />a° <br />1. <br />ask" <br />3 qs,l 50 <br />y <br />v <br />c <br />a <br />a�7 oas <br />O <br />AP' 0.00 <br />6786 <br />J <br />to 6782 <br />z <br />0 <br />> 6780 <br />LJ <br />J <br />Lij <br />6778 <br />Ail: <br />Pond 1 <br />STAGE STORAGE -AREA CURVES <br />0.18 <br />AREA (ac.) <br />0.36 <br />0.00 <br />WIDTH <br />LENGTH <br />AREA <br />AVG. <br />1.00 <br />STORAGE <br />ACC. <br />STAGE <br />(ft) <br />ACCUMULATIVE <br />(ft) <br />STORAGE <br />(ac <br />-ft) <br />(ac -ft) <br />STORAGE <br />INTERVAL <br />Pond 2 <br />STORAGE <br />VOLUME COMPUTATIONS <br />(ac/ <br />ELEV. <br />WIDTH <br />(ac -ft) <br />(ft) <br />6777.65 <br />N/A <br />Pond 1 <br />0.0000 <br />(it) <br />(ft) <br />(ft) <br />FI n, <br />w!^'`- <br />IFNGTH <br />ARFA <br />n\fc <br />tNT>-1Tfa, <br />STOPAGE <br />ACC. <br />5T <br />{ft) <br />r <br />(ft) <br />(oc) <br />Aq:A, <br />i <br />(oc -it) <br />STORAGE <br />„AGF <br />INTERVAL <br />0.0278 <br />1.00 <br />6779.20 <br />N/A <br />(ac) <br />0.0736 <br />0.0646 <br />(ac -ft) <br />(ft) <br />6777.35 <br />N/A <br />N/A <br />0.0000 <br />N/A <br />0.0887 <br />0.0812 <br />0.45 <br />0.0365 <br />6778.35 <br />N/A <br />N/A <br />0.0559 <br />0.0280 <br />1.00 <br />0.0280 <br />0.0280 <br />1.00 <br />6779.13 <br />IN <br />N/A <br />0.0898 <br />0.0728 <br />0.78 <br />0.0568 <br />0.0849 <br />1.78 <br />6779.72 <br />N/A <br />N/A <br />0.1123 <br />0.1011 <br />0.59 <br />0.0596 <br />0.1453 <br />2.38 <br />6780.35 <br />N/A <br />N/A <br />0.1339 <br />0.1231 <br />0.62 <br />0.0763 <br />02222 <br />3.00 7 n <br />" 6781.35 <br />N/A <br />N/A <br />0.1631 <br />0'1185 <br />1.00 <br />0.1485 <br />0.3707 <br />4.00 <br />6782.10 <br />N/A <br />N/A <br />0.1847 <br />0.1739 <br />0.75 <br />0.1304 <br />0.5013 <br />4.75 <br />6782.69 <br />N/A <br />N/A <br />0.2025 <br />0.1936 <br />0.59 <br />0.1142 <br />0.6161 <br />5.34 <br />6783.35 <br />N/A <br />N/A <br />0.2229 <br />0.2127 <br />0.66 <br />0.1404 <br />0.7556 <br />6.00 <br />6784.35 <br />N/A <br />N/A <br />0.2574 <br />0.2402 <br />1.00 <br />0.2402 <br />0.9957 <br />7.00 <br />6784.94 <br />N/A <br />N/A <br />0.2762 <br />02668 <br />0.59 <br />0.1574 <br />1.1535 <br />7.59 <br />6784.94 <br />N/A <br />N/A <br />0.2763 <br />0.2763 <br />0.00 <br />O.OD06 <br />1.1542 <br />7.59 <br />0.9227 <br />Pond 2 <br />AP, STAGE STORAGE -AREA CURVES <br />0.00 O.�IC <br />0786 AREA <br />i I <br />WE <br />J <br />7R7 <br />z <br />Surveyor's Certificate <br />> 780 <br />L1 <br />I, Peter Epp, a duly registered Professional Land Surveyor in <br />the State of Colorado do hereby certify that the survey <br />represented by this drawing was done by me and under my <br />CI­ -? -uD 'I <br />ervisl0. <br />5778 <br />r� �ntICP <br />According to Colorado low you must commence any legal action <br />based upon any defect in this survey within three years after <br />you first discover such defect. In no event may any action <br />based upon any defect in this survey be commenced more than <br />ten years from the date of certification shown hereon. <br />-�7F <br />AP. <br />0.00 <br />6 -Fr - <br />6781 <br />U <br />6772 <br />I <br />Pond 3 <br />STAGE STORAGE -AREA CURVES <br />0.24 <br />AREA (ac.) <br />•TOP OF STRUCTURE <br />1(6784.96) <br />1 .UU <br />ACCUMULATIVE STORAGE (ac -ft) <br />STORAGE VOLUME COMPUTATIONS <br />ELEV. <br />WIDTH <br />LENGTH <br />AREA <br />AVG. <br />INTERVAL <br />STORAGE <br />ACC. <br />STAGE <br />(ft) <br />(ft) <br />(ft) <br />(ac) <br />AREA <br />(ft) <br />(ac -ft) <br />STORAGE <br />INTERVAL <br />Pond 2 <br />(ac/ <br />ELEV. <br />WIDTH <br />(ac -ft) <br />(ft) <br />6777.65 <br />N/A <br />N/A <br />0.0000 <br />(it) <br />(ft) <br />(ft) <br />(ac) <br />AREA <br />6778.27 <br />N/A <br />N/A <br />0 11 <br />0.0172 <br />C.62 <br />0.01 r..7 <br />n m06 <br />01;2 <br />6778.65 <br />N/A <br />N/A <br />0.05`5 <br />0.0451, <br />x.38 <br />O.G171 <br />0.0278 <br />1.00 <br />6779.20 <br />N/A <br />N/A <br />0.0736 <br />0.0646 <br />0.55 <br />0.0355 <br />0.0631 <br />1.55 <br />6779.65 <br />N/A <br />N/A <br />0.0887 <br />0.0812 <br />0.45 <br />0.0365 <br />0.0999 <br />2.00 <br />6780.13 <br />N/A <br />N/A <br />0.1016 <br />0.0952 <br />0.47 <br />0.0447 <br />0.1450 <br />2.47 <br />6780.65 <br />N/A <br />N/A <br />0.1160 <br />0.1088 <br />0.53 <br />0.0577 <br />0.2022 <br />3.00 <br />6781.06 <br />N/A <br />N/A <br />0.1268 <br />0.1214 <br />0.40 <br />0.0486 <br />0.2510 <br />3.40 <br />6781.65 <br />N/A <br />N/A <br />0.1429 <br />0.1349 <br />0.60 <br />0.0809 <br />0.3316 <br />4.00 <br />6781.98 <br />N/A <br />N/A <br />0.1525 <br />0.1477 <br />0.33 <br />0.0487 <br />0.3804 <br />4.33 <br />6782.60 <br />N/A <br />N/A <br />0.1707 <br />0.1616 <br />0.62 <br />0.1002 <br />0.4804 <br />4.95 <br />6782.91 <br />N/A <br />N/A <br />0.1800 <br />0.1754 <br />0.31 <br />0.0544 <br />0.5346 <br />5.26 <br />6783.53 <br />N/A <br />N/A <br />0.1986 <br />0.1893 <br />0.62 <br />0.1174 <br />0.6517 <br />5.88 <br />6783.84 <br />N/A <br />N/A <br />0,2086 <br />0.2036 <br />0.31 <br />0.0631 <br />0.7146 <br />6.19 <br />6784.46 <br />N/A <br />N/A <br />0.2295 <br />0.2191 <br />0.62 <br />0.1358 <br />0.8501 <br />6.80 <br />6784.77 <br />N/A <br />N/A <br />0.2394 <br />0.2345 <br />0.31 <br />0.0727 <br />0.9227 <br />7.11 <br />6784.96 <br />N/A <br />N/A <br />0.2450 <br />0.2449 <br />0.00 <br />0.0009 <br />0.9701 <br />7.31 <br />- -_, <br />0 100 <br />A. <br />. ;lam N <br />nl 0;.. <br />1 <br />� 1 <br />I 1 <br />I 1 <br />I 1 <br />I I <br />EPP & ASSOCIATES- II' <br />PROFESSIONAL LAND SURVEYORS <br />433 4th Avenue West <br />P.O. Box 837 Phone (970) 824-8236 <br />�. CYC C <br />Fish Creek borehole <br />I 1 <br />Stage Storage <br />I 1 <br />�I <br />n <br />- I <br />� 111111 IIIII IIIII IIIII IIIII IIIII IIII IIII <br />STORA(_ <br />VOLUME COMPUTATIONS <br />(6785.28) <br />Pond 2 <br />ELEV. <br />WIDTH <br />LENGTH <br />AREA <br />AVG. <br />INTERVAL <br />STORAGE <br />ACC. STAGE <br />(it) <br />(ft) <br />(ft) <br />(ac) <br />AREA <br />(ft) <br />(ac -ft) <br />STORAGE INTERVAL <br />(oc) <br />(ac -ft) (ft) <br />6T= 93 <br />N/A <br />N/A <br />0.0000 <br />6­7 64 <br />N/A <br />N/A <br />0.0305 <br />0.0153 <br />0.70 <br />0.0107 <br />0.0107 0.70 <br />677-99 <br />N/A <br />N/A <br />0.0461 <br />v x383 <br />,. -__ <br />U.UI.54 <br />U.U241 1.05 <br />6 -78.69 <br />N/A <br />N/A <br />0.0814 <br />0.0638 <br />0.70 <br />0.0446 <br />0.068-1 1.75 <br />6 -', 04 <br />N/A <br />N/A <br />0.097E <br />0.0896 <br />0.35 <br />0 -0314 <br />0.1004 2.10 <br />6 -- . -4 <br />N :.. <br />N/A <br />0.1245 <br />0.1114 <br />D -71, <br />0 -0771 <br />C 17E- 2.2' <br />6 -• '_ <br />^r!A <br />0' -':� <br />- 7_10 <br />___ <br />1045E <br />6 - -, <br />N 4 <br />N/A <br />0.'_ <br />C 14 -5 <br />.7l1 <br />0.103- <br />0.3275 38C <br />fi T I 1. <br />N/A <br />N/A <br />0 -1 662 <br />` '. E- 1 <br />0.0571 <br />0 -385'. 4 -71 <br />67E1 84 <br />N/A <br />N/A <br />0.1884 <br />0.1783 <br />0.70 <br />0.1248 <br />0.5107 4.91 <br />67E'- 19 <br />N/A <br />N/A <br />0.1993 <br />0- 1939 <br />0.35 <br />0 -0678 <br />0.578' 5.26 <br />67E_ 8� <br />N/A <br />N/A <br />0 221E <br />0 -2104 <br />0.70 <br />0 -1473 <br />0.7256 5 96 <br />_ ____ <br />0 A7PF <br />O En, r?1 <br />_ <br />6 ; <br />N.� <br />. /A <br />e9, <br />c2E_a <br />x.31 <br />0 9 - <br />cep,- ; <br />N,4 <br />N','A <br />0 "1,. <br />D.2803 <br />0.64 <br />0.1794 <br />L248C 8.00 <br />. -. - <br />N - <br />�'4 <br />C e,1 <br />- -_, <br />0 100 <br />Twentymile Coal Company <br />❑10 Oti O!Vf09 <br />DI�Q wI�y!�m <br />N <br />3 <br />.. <br />Exhibit 8K <br />a!m <br />p!l zf3 <br />f <br />6o <br />A. <br />. ;lam N <br />nl 0;.. <br />1 <br />� 1 <br />I 1 <br />I 1 <br />I 1 <br />I I <br />EPP & ASSOCIATES- II' <br />PROFESSIONAL LAND SURVEYORS <br />433 4th Avenue West <br />P.O. Box 837 Phone (970) 824-8236 <br />�. CYC C <br />Fish Creek borehole <br />I 1 <br />Stage Storage <br />I 1 <br />�I <br />n <br />- I <br />� 111111 IIIII IIIII IIIII IIIII IIIII IIII IIII <br />