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channel designed to pass safely the runoff from a 100 year, 24 hour <br />precipitation event. See the attached Exhibit 19 II-b, Section 16 <br />Fill Design for complete details regarding the proposed <br />construction of the fill. <br />Reclamation, specifically topsoil replacement, seeding etc. <br />will be implemented consistent with the Section 2.05 of the permit <br />which have proven to be successful on Streeter Fill and other <br />reclaimed areas at Colowyo. <br />INSPECTION PLAN <br />During construction of the Section 16 Fill, Colowyo will <br />provide the following information in certified reports as required <br />by Rule 4.09.1(11). <br />Prior to construction of the fill the existence of <br />shallow bedrock at the toe of the fill will be documented <br />and certified by a registered Engineer. The Division <br />will be notified should the further investigation of the <br />toe area indicate conditions other than shallow bedrock. <br />Appropriate alternative analysis and recommendations will <br />then be completed by CTL/Thompson and implemented by <br />Colowyo prior to construction of the fill. Any amended <br />design will be submitted to the Division for its review <br />and approval, prior to construction of the Section 16 <br />Fill. <br />2. Inspections will be conducted at least quarterly during <br />the construction period and during the following specific <br />construction periods. <br />a. removal of topsoil and organic material <br />b. placement of underdrain system <br />c. installation of surface drain system <br />d. placement of fill material to insure that the <br />largest rocks are reaching the bottom of the dump <br />face and <br />e. revegetation <br />The purpose of the inspections is two fold. First, to <br />document and certify that the construction plan is being <br />followed. Secondly, during the above phases of the <br />construction, a key emphasis of all inspections will be <br />to implement routine contingencies as situations warrant. <br />For example, perhaps a section of underdrain should be <br />reworked, or the spoil dump raised to provide optimum <br />gravity spoil sorting. Inspections and implementation of <br />contingencies during these critical phases of Fill <br />construction will be a routine but very important <br />component of fill inspections. <br />