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.. <br />J <br />(n <br />Z <br />O <br />f- <br />Q <br />W <br />J <br />W <br />6831 <br />•i i <br />6825 <br />6822 <br />C <br />• •• <br />STAGE STORAGE -AREA CURVES <br />0.80 1.60 2.40 3.20 4.00 4.80 <br />ACCUMULATIVE STORAGE (ac -ft) <br />STORAGE VOLUME COMPUTATIONS <br />TOP OF STRUCTURE (6833.9f <br />TOP OF STANDPIPE (6832.8) <br />1ST HOLE (6832.2) <br />2ND HOLE (6830.2) <br />a <br />ELEV. WIDTH LENGTH AREA AVG. INTERVAL STORAGE ACC. STAGE <br />(ft) (ft) (ft) (ac) AREA (ft) (ac -ft) STORAGE INTERVAL <br />(ac) (ac -ft) (ft) <br />6821.11 <br />N/A <br />N/A <br />0.0001 <br />6821.99 <br />N/A <br />N/A <br />0.0818 <br />6822.87 <br />N/A <br />N/A <br />0.1635 <br />6823.11 <br />N/A <br />N/A <br />0.1860 <br />6823.74 <br />N/A <br />N/A <br />0.6875 <br />6824.62 <br />N/A <br />N/A <br />1.3789 <br />6825.11 <br />N/A <br />N/A <br />1.7586 <br />6825.50 <br />N/A <br />N/A <br />1.9735 <br />6826.38 <br />N/A <br />N/A <br />2.4502 <br />6827.11 <br />N/A <br />N/A <br />2.8429 <br />6827.26 <br />N/A <br />N/A <br />2.8947 <br />6828.14 <br />N/A <br />N/A <br />3.1882 <br />6829.02 <br />N/A <br />N/A <br />3.4818 <br />6829.11 <br />N/A <br />N/A <br />3.5107 <br />6829.70 <br />N/A <br />N/A <br />3.7104 <br />6829.90 <br />N/A <br />N/A <br />3.7775 <br />6830.78 <br />N/A <br />N/A <br />4.0734 <br />6831.11 <br />N/A <br />N/A <br />4.1838 <br />6831.50 <br />N/A <br />N/A <br />4.3171 <br />6831.66 <br />N/A <br />N/A <br />4.3707 <br />6832.54 <br />N/A <br />N/A <br />4.6689 <br />6832.60 <br />N/A <br />N/A <br />4.6902 <br />6833.11 <br />N/A <br />N/A <br />4.8620 <br />6833.42 <br />N/A <br />N/A <br />4.9670 <br />6833.99 <br />N/A <br />N/A <br />5.1601 <br />0.0410 <br />0.88 <br />0.0360 <br />0.0360 <br />0.88 <br />0.1227 <br />0.88 <br />0.1078 <br />0.1439 <br />1.76 <br />0.1748 <br />0.24 <br />0.0422 <br />0.1860 <br />2.00 <br />0.4368 <br />0.64 <br />0.2786 <br />0.4646 <br />2.64 <br />1.0332 <br />0.88 <br />0.9085 <br />1.3731 <br />3.52 <br />1.5688 <br />0.48 <br />0.7575 <br />2.1306 <br />4.00 <br />1.8661 <br />0.40 <br />0.7397 <br />2.8703 <br />4.40 <br />2.2119 <br />0.88 <br />1.9447 <br />4.8150 <br />5.28 <br />2.6466 <br />0.72 <br />1.9172 <br />6.7322 <br />6.00 <br />2.8688 <br />0.15 <br />0.4444 <br />7.1765 <br />6.15 <br />3.0415 <br />0.88 <br />2.6743 <br />9.8509 <br />7.03 <br />3.3350 <br />0.88 <br />2.9321 <br />12.7830 <br />7.91 <br />3.4963 <br />0.09 <br />0.3028 <br />13.0858 <br />8.00 <br />3.6105 <br />0.59 <br />2.1418 <br />15.2276 <br />8.59 <br />3.7439 <br />0.20 <br />0.7469 <br />15.9745 <br />8.79 <br />3.9255 <br />0.88 <br />3.4516 <br />19.4261 <br />9.67 <br />4.1286 <br />0.33 <br />1.3542 <br />20.7803 <br />10.00 <br />4.2505 <br />0.39 <br />1.6713 <br />22.4516 <br />10.39 <br />4.3439 <br />0.16 <br />0.6863 <br />23.1379 <br />10.55 <br />4.5198 <br />0.88 <br />3.9743 <br />27.1122 <br />11.43 <br />4.6795 <br />0. Co" <br />0.2934 <br />27.4056 <br />11.49 <br />4.7761 <br />0.51 <br />2.4205 <br />29.8261 <br />12.00 <br />4.9145 <br />0.31 <br />1.5225 <br />31.3486 <br />12.31 <br />5.0636 <br />0.57 <br />2.8837 <br />34.2323 <br />12.88 <br />TnP nF OTANnolor - aQzo a <br />�! ll JUL 1 !11!1111! J�RllRH Il[I I_ <br />=N L. MILLER, P.E. No.33573, BEING A REGISTERED <br />3IONAL ENGINEER IN THE STATE OF COLORADO, DO <br />CERTIFY THIS MAP IS THE SAME AS THE POND G STAGE <br />MAP CERTIFIED BY PETER EPP, P.L.S. No. 14815, ON <br />R 31, 1996, EXCEPT THAT THE STANDPIPE ELEVATIONS <br />EN REVISED TO REFLECT MORE RECENT SURVEY <br />,TION. I FURTHER CERTIFY THAT THIS NEW SURVEY DATA <br />kND CORRECT TO THE BEST OF MY KNOWLEDGE AND <br />TION._ <br />'7 Cc <br />L. MILLER a: 33573 DATE <br />3573 <br />ENTY <br />V RIM <br />COAL CO. <br />AFFILIATE <br />BY DATE FOIDEL CREEK MINE <br />S.L.M. 1 1/7/00 29515 ROUTT COUNTY ROAD #27 OAK CREEK, COLORADO 80467 <br />SCALE <br />1" = 50' POND G <br />TOWNSHIP <br />TSN STAGE STORAGE <br />RANGE <br />R 86 W I FILE: I I:\EN\ ENVIRONMENTAL\ PONDS \PONDCERTIPONDG_REVISED.DWG <br />t- <br />m <br />m 3 <br />x <br />s <br />a c <br />0 <br />c_C' <br />O <br />m <br />i <br />3 <br />