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The impoundments have the following estimated capacities: <br />IMPOUNDMENT CAPACITIES -ACRE FEET <br />Water <br />Sediment <br />Total <br />Pond B <br />4.10 <br />0.46 (75% 0.62) <br />4.56 <br />Pond C <br />3.47 <br />0.46 (100% 0.46) <br />3.93 <br />Pond D <br />0.48 <br />0.09 (90% 0.10) <br />0.57 <br />Pond F <br />3.82 <br />0.11 (60% 0.18) <br />3.93 <br />Pond J <br />2.68 <br />0.36 (40% 0.91) <br />3.04 <br />Pond K 1 <br />0.49 <br />0.18 (80% 0.22) <br />0.67 <br />Notes: <br />1. The capacity of Ponds B and C are shown on Maps 22-B and 22-C respectively. <br />2. The capacity of Pond D was certified by the undersigned on 12-30-97. <br />3. The capacity of Pond K was certified by the undersigned on May 29, 2002. <br />4. The capacity of Pond J was certified on Map 22-J on August 13, 2008. <br />5. The capacity of Pond F was certified by Tammerin K. Stover -Bishop on <br />September 17, 2012. <br />To the best of my knowleq Wand belie a impoundments have been maintained as <br />designed and in accon:8* ith the d plan and applicable regulations. As <br />noted above, spring nce is re e(%n the form of dewatering and sediment <br />removal. k <br />19230 a <br />s�ry dl w °moi <br />V y <br />Ja ** "' r����V� Date <br />Colors ,cyhal Engineer <br />Registration G. 19230 <br />