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rL 12' pipe = 6777.51 <br />FL 12" . 6783.7 <br />i <br />i <br />�I <br />'I <br />FL 1_' Pier = F7834 <br />I <br />n, 1 t <br />,t_ a P.Pe = o/p._4 <br />1 <br />Pipe - 6783.3 <br />O <br />Surveyor's Certificate <br />71 <br />c <br />0- <br />I. Peter Epp, a duly registered Professional Land Surveyor in <br />tt•, `tote of Colorado do hereby' certify that the survey <br />represented this drowing was done by me and under my <br />c �Llpe visi�. <br />+,Ca <br />fscording to Colorado <br />low you <br />must <br />commence any legal action <br />based upon any defect <br />in this <br />survey <br />within three years after <br />you first discover such <br />defect. <br />In no <br />event may any action <br />based upon any defect <br />in this <br />survey <br />be commenced more than <br />ten years from the date of certification <br />shown hereon. <br />I <br />i <br />1, <br />I <br />AP. 0.0 D <br />678E <br />6784 <br />6782 <br />z <br />O <br />j 6780 <br />w <br />J <br />LU <br />6778 <br />6776 <br />Pond 1 <br />STAGE STORAGE -AREA CURVES <br />0.18 <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 />(oc <br />-ft) <br />(oc -ft) <br />STORAGE <br />INTERVAL <br />WIDTH <br />LENGTH <br />STORAGE <br />VOLUME COMPUTATIONS <br />(o =) <br />STORAGE <br />ACC. <br />(oc -ft) <br />(ft) <br />- 6777.65 <br />N/A <br />Pond 1 <br />0.0000 <br />(ft) <br />(ac -ft) <br />STORAGE <br />ri ry <br />Wl,._.: <br />I FNCTt, <br />ARFA <br />Av4 <br />II, FPVA' <br />STOPAr1F <br />err, <br />�- <br />$TArr <br />(f ' <br />(f. <br />(`i <br />1cc) <br />AEE.. <br />D_01.5= <br />tec -'.. <br />STJ•c.7i <br />IKTER. A. <br />0.0278 <br />1.00 <br />6779.20 <br />N/A <br />(ac) <br />0.073E <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 />N/A <br />N/A <br />0.0898 <br />0.0729 <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 />6760.35 <br />1,11 It <br />N/A <br />0.1339 <br />0.1231 <br />0.62 <br />0.0763 <br />0.2222 <br />3.00 <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.DO <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 />0.2668 <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 />02763 <br />0.00 <br />0.0006 <br />1.1542 <br />7.59 <br />Pond 2 <br />AP STAGE STORAGE -AREA CURVES <br />000 C) <br />0786 _ AREA (o .) <br />6784 <br />Z <br />J <br />78,0 <br />Ll <br />5778 <br />-7i -, <br />Pond 3 <br />AP. STAGE STORAGE -AREA CURVES <br />0.00 0.24 <br />678E AREA (ac.) <br />b784 <br />J <br />ifs <br />Li <br />6780 <br />677f <br />ACCUMULATIVE STORAGE (ac -ft) <br />STORAGE VOLUME COMPUTATIONS <br />TOP OF STRL =TURE <br />(6784.96) <br />1.00 <br />ELEV. <br />WIDTH <br />LENGTH <br />AREA <br />AVG. <br />INTERVAL <br />STORAGE <br />ACC. <br />STAGE <br />(ft) <br />(fl) <br />(ft) <br />(o- <br />AREA <br />(ft) <br />(oc -ft) <br />STORAGE <br />INTERVAL <br />WIDTH <br />LENGTH <br />AREA <br />AVG. <br />(o =) <br />STORAGE <br />ACC. <br />(oc -ft) <br />(ft) <br />- 6777.65 <br />N/A <br />N/A <br />0.0000 <br />(ft) <br />(ac -ft) <br />STORAGE <br />INTERVAL <br />a"827 <br />p; /A <br />.,. ,A <br />003,4 <br />0.0172 <br />0.62 <br />0.0107 <br />0.0106 <br />0.62 <br />- (- 76.6` <br />n/A <br />N/: <br />D_01.5= <br />0.045) <br />0.35 <br />0.0171 <br />0.0278 <br />1.00 <br />6779.20 <br />N/A <br />N/A <br />0.073E <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 />6760.13 <br />N/A <br />N/A <br />0.101E <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, 116C <br />0.1086 <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 />01477 <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 />02086 <br />0.20315 <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 />d, <br />yio <br />o0; m <br />T <br />p�. <br />m�6 <br />Hi^ <br />I <br />Q <br />STOPAGE <br />VOLUME COMPUTATIONS <br />� <br />� <br />5 <br />(6785.28) <br />Pond 2 <br />ELEV, <br />WIDTH <br />LENGTH <br />AREA <br />AVG. <br />INTERVAL <br />STORAGE <br />ACC. <br />STAGE <br />(il) <br />(ft) <br />(ft) <br />(ac) <br />AREA <br />(ft) <br />(ac -ft) <br />STORAGE <br />INTERVAL <br />(oc) <br />(oc -ft) <br />(f!) <br />67'6 6: <br />N/A <br />N/A <br />0.0D00 <br />_ 6 -77 F4 <br />N 1 <br />N/A <br />0.0305 <br />0.0153 <br />0.70 <br />0.0107 <br />0 0107 <br />0.70 <br />67 -798 <br />N/A <br />N/A <br />0.0461 <br />u�ao <br />u -.i� <br />_ut .r <br />L.U_'4" <br />1.L- <br />6_76 t <br />N, 4 <br />N/A <br />0.0814 <br />0.063? <br />^ 70 <br />0 0,c- <br />'_.UG88 <br />1 75 <br />6- " .- .. <br />r:.'4 <br />. 'A <br />( n07E <br />C 759E <br />0. ?_ <br />Q e314 <br />0 1' -' ,4 <br />- 1 C <br />N. <br />L7_.�,__ <br />K;4 <br />0.1854 <br />C' i7E° <br />G'. <br />0124' <br />0.[10'. <br />0 <br />47_ <br />F ea'. <br />N/! <br />N'A <br />o,T <br />6220.: <br />G.6: <br />94 <br />4E_ <br />d, <br />yio <br />o0; m <br />T <br />p�. <br />m�6 <br />Hi^ <br />I <br />Q <br />W <br />7 <br />U <br />W <br />r <br />O <br />1' <br />r <br />� <br />� <br />5 <br />0 <br />EPP S ASSO:.IA7= INC <br />PROFESSIONAL LAND SURVEYORS <br />433 4th Avenue West <br />P.O. Box 837 Phone (970) 8244236 <br />Craig, CO 81625 Fax (970) 824 -5227 <br />Fish Creek borehole Po <br />Stage Storage <br />__G, IF i �I_ ,�� _., - - <br />I__ _ i, I rr r'. 1 ii, <br />111111 IIIII IIIII IIIII IIIII Ilill IIII IIII <br />002616 <br />