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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />A detailed description of the emergency repair program can be found in <br />the Steffen Robertson and Kirsten (Colorado) Inc. (SRK) reports of March <br />and May 19B7 titled "Emergency Repair Program Design Report, Gurley <br />Reservoir" and "Emergency Repair Program As-Built Report, Gurley <br />Reservoir", respectively. <br /> <br />The proposed remedial design for the Phase 2 remediation program <br />has been developed to complement the emergency repair (Phase 1) program <br />completed during April 1987 and includes: <br /> <br />1. Rehabilitation of the outlet works tunnel by inserting and <br />grouting a steel liner section inside the existing concrete <br />tunnel structure; <br /> <br />2; Construction of a replacement intake structure for the <br />existing intake control box at the upstream end of the outlet <br />works; <br /> <br />3. Installation of a new, hydraulically actuated sluice gate on <br />the new intake structure with new hydraulic lines and a new <br />hand operated control system mounted in the existing gate <br />house; <br /> <br />4. Installation of a new air vent system to address the surging <br />and hammering noted during operation of the existing outlet <br />conduit and to minimize associat~d cavitation damage; and <br /> <br />5. Completion of a foundation grout curtain in the vicinity of <br />the outlet works to reduce foundation seepage in the area <br />which historically has been prone to sinkhole development. <br /> <br />The following sections of this report summarize available field data and <br />laboratory test results and present engineering assessments which were <br />used to develop the proposed remedial design concept. <br /> <br />-3- <br />