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STAGE STORAGE -AREA CURVES <br />Pond E <br />AP. <br />0.00 1.00 <br />6844 AREA (ac.) <br />J <br />(/1 <br />Q <br />W <br />I <br />W <br />68361 1 1 <br />0.00 4.00 <br />ACCUMULATIVE STORAGE (ac -ft) <br />2.00 <br />18" CMP <br />5urveyors uertiticate <br />stered Professional Land Surveyor in the State of Colorado <br />e above drawing was prepared from a survey done under my <br />accurate to the best of my knowledge and belief. <br />I_ a <br />----- - - - - -- <br />15 Dated this - -- day of March, 1996. <br />5.40) <br />Mull <br />6810 <br />in <br />c <br />cs 7�3 rTl <br />v <br />cc <br />Exhibit 8E Figure 1 <br />Drawn By Drawing No, <br />P. Epp 96.101 -15 <br />STORAGE VOLUME COMPUTATIONS <br />Pond E <br />0' 30' 60' 90' V <br />MEN <br />ELEV. <br />WIDTH <br />LENGTH <br />AREA AVG. INTERVAL <br />STORAGE <br />ACC. <br />STAGE <br />(ft) <br />(ft) <br />(ft) <br />(ac) AREA (ft) <br />(ac -ft) <br />STORAGE <br />INTERVAL <br />(ac) <br />(ac -ft) <br />00 <br />P6836.64 <br />N/A <br />N/A <br />0.0001 <br />6837.50 <br />N/A <br />N/A <br />0.1204 0.0603 0.86 <br />0.0515 <br />0.0515 <br />0.86 <br />6837.64 <br />N/A <br />N/A <br />0.1407 0.1306 0.14 <br />0.0189 <br />0.0704 <br />1.00 <br />6838.36 <br />N/A <br />N/A <br />0.3516 0.2462 0.71 <br />0.1750 <br />0.2454 <br />1.71 <br />6838.64 <br />N/A <br />N/A <br />0.4373 0.3945 0.29 <br />0.1140 <br />0.3594 <br />2.00 <br />6839.21 <br />N/A <br />N/A <br />0.5402 0.4888 0.57 <br />0.2769 <br />0.6363 <br />2.57 <br />6839.64 <br />N/A <br />N/A <br />0.6189 0.5796 0.43 <br />0.2512 <br />0.8875 <br />3.00 <br />6840.07 <br />N/A <br />N/A <br />0.6823 0.6506 0.42 <br />0.2746 <br />1.1621 <br />3.42 <br />6840.64 <br />N/A <br />N/A <br />0.7691 0 -7257 0.58 <br />0.4194 <br />1.5815 <br />4.00 <br />6840.92 <br />N/A <br />N/A <br />0.8988 0.8340 0.28 <br />0.2315 <br />1.8130 <br />4.28 <br />6841.64 <br />N/A <br />N/A <br />1.2366 1.0677 0.72 <br />0.7713 <br />2.5843 <br />5.00 <br />6841.78 <br />N/A <br />N/A <br />1.2788 1.2577 0.13 <br />0.1674 <br />2.7517 <br />5.13 <br />6842.63 <br />N/A <br />N/A <br />1.5501 1.4145 0.86 <br />1.2101 <br />3.9618 <br />5.99 <br />G� 6842.64 <br />N/A <br />N/A <br />1.5537 1.5519 0.01 <br />0.0177 <br />3.9795 <br />6.00 <br />6843.40 <br />N/A <br />N/A <br />1.6257 1.5897 0.76 <br />1.2010 <br />5.1805 <br />6.76 <br />w \ ( 6843.49 <br />N/A <br />N/A <br />1.6341 1.6299 0.09 <br />0.1444 <br />5.3249 <br />6.84 <br />\\ <br />6843.50 <br />N/A <br />N/A <br />1.6352 1.6347 0.01 <br />0.0186 <br />5.3435 <br />6.86 <br />18" CMP <br />5urveyors uertiticate <br />stered Professional Land Surveyor in the State of Colorado <br />e above drawing was prepared from a survey done under my <br />accurate to the best of my knowledge and belief. <br />I_ a <br />----- - - - - -- <br />15 Dated this - -- day of March, 1996. <br />5.40) <br />Mull <br />6810 <br />in <br />c <br />cs 7�3 rTl <br />v <br />cc <br />Exhibit 8E Figure 1 <br />Drawn By Drawing No, <br />P. Epp 96.101 -15 <br />