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Part G Section 26 Pond As -Built <br />As required by Rule 4.05.9 (14), the following report is provided to document construction <br />information upon completion of construction. <br />Design information for the pond is presented in Volume 18, Exhibit 7, Item 23, Part C. The as - <br />built drawing for the Section 26 Pond is provided in Figure 7-26G-1 and includes plan view, cross- <br />sections, and spillway details. The emergency spillway consists of a 5 -foot deep rip rap channel <br />with a larger than 20 -foot bottom width across the embankment and side slopes near 2.5H:1 V. <br />The Section 26 Pond was constructed from beginning of May to the mid part of August in 2018, <br />and was regularly inspected throughout construction by a qualified registered professional <br />engineer. The embankment was constructed with fill material that was free of any unacceptable <br />fill material as outlined in the Exhibit 7, Item 23, Part K. Compaction, optimum moisture, and <br />maximum dry density testing was performed in the field during construction of the embankment <br />and the results of this testing are presented Appendix Exh. 7-26G-1. Final field density tests <br />indicated a 95% standard or greater compaction was achieved. <br />The final embankment has been broadcast seeded with the seed mixture outlined in Volume 15, <br />Section 4.05.6 Sedimentation Ponds. <br />Exhibit 7 Item 26 Page Exh. 7-23G-1 Revision Date: 8/29/18 <br />Revision No.: TR -126 <br />