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Part H Sidehill 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 Sidehill Pond is provided in Figure 7-26H-1 and includes plan view, cross- <br />sections, and spillway details. The final configuration of the pond was adjusted for the variable <br />topsoil depths encountered during topsoil removal. <br />The emergency spillway consists of a 2 -foot deep rip rap channel with a 40 -foot bottom width and <br />side slopes near 2.5H:1 V. <br />The Sidehill Pond was constructed from mid-May to the end of Augst in 2018, and was regularly <br />inspected throughout construction by a qualified registered professional engineer. The <br />embankment was constructed with fill material that was free of any unacceptable fill material as <br />outlined in the Exhibit 7, Item 23, Part K. Compaction, optimum moisture, and maximum dry <br />density testing was performed in the field during construction of the embankment and the results <br />of this testing are presented Appendix Exh. 7-26H-1. Final field density tests indicated a 95% <br />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. 7-23H-1 Revision Date: 8/29/18 <br />Revision No.: TR -126 <br />