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6. Sedimentation Ponds 008 throuah 015 Design Parameters <br />In accordance with 4.05.2 and NPDES regulations, WFC will use Ponds 008 through 015 to <br />prevent, to the extent possible, additional contributions of sediment to stream flow or runoff <br />outside the permit area due to mining disturbance. Ponds 008, 009, 011, 012, 013, 014, & <br />015 are as -built designs. As of the Permit Revision 06, Pond 010 has been eliminated. The <br />drainage area that was previously to be handled by Pond 010 is now handled by Ponds 011 <br />and 013. Revised designs of these two ponds composed to the as -built reports show that <br />they are adequate to accept the additional drainage area. The pond designs and or run -off <br />calculations for the permit area ponds are shown below: <br />Pond 007 <br />Attachment 2.05.3(3) -2 As Built <br />Pond 008 <br />Attachment 2.05.3(3) -4 <br />Pond 009 <br />Attachment 2.05.3(3) -5 <br />Pond 013 <br />Attachment 2.05.3(3) -6 & 21 <br />Pond 011 <br />Attachment 2.05.3(3) -20 <br />Pond 012 <br />Attachment 2.05.3(3) -12 and 13 <br />Pond 014 <br />Attachment 2.05.3(3) -11 <br />Pond 015 <br />Attachment 2.05.3(3) -22 & 24 <br />Map 2.05.3(3) -2 -1 & -2 -2 <br />Map 2.05.3(3) -4 -1 & -4 -2 <br />Map 2.05.3(3) -5 -1 <br />Map 2.05.3(3) -6 -1 <br />Map 2.05.3(3) -14 <br />Maps 2.05.3(3) -12 -1 through 4 <br />Map 2.05.3(3) -11 <br />Maps 2.05.3(3 )-15 & 19 <br />Ponds 007 and 008 are the only ponds that will remain after reclamation. Pond 013 will <br />remain for sometime after the reclamation of the surrounding land, but will not be permanent. <br />The demonstration to allow retention of Pond 007 is Attachment 2.05.3(3) -16. The <br />demonstration to allow retention of Pond 008 is Attachment 2.05.3(3) -19. <br />Map 2.05.3(3) -1 shows the locations of the as -built and yet -to -be built ponds. <br />Pond 014 was the post -mine conversion of the pre -mine SAE #2. It was reclaimed along <br />with the BB detour road and no longer exists as of April 2010. <br />The sedimentation ponds are designed, constructed, and maintained as follows: <br />a) Ponds 008, 009, 011, 012 and 013 have been designed to contain the 25 year 24 hour <br />event with no discharge from the emergency spillway. Pond 011 and Pond 013 will have an <br />expected permanent discharge of 1.34 cfs due to pit pumping, but all sediment pond rules <br />are also satisfied, as shown in Attachment 2.05.3(3) -14. Ponds 014 & 015 excavation have <br />been designed for a 100 -year 24 -hour event with no discharge. Due to their small drainage <br />(Revised June 2010) 2.05.3(3) -12 <br />