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sewer line ranging from 8-inch to 12-inch in size. The project also involves the installation of 378 LF of folded and re-formed lining, in -line pressure grouting, injection grouting of manholes, epoxy/polyurethane lining of four (4) manholes and construction of 1 new manhole. Additionally required is installation of a sewer bypass system during the work, dewatering and settlement monitoring, traffic control, asphalt concrete paving repair of the trenched areas including re - striping, and pre and post installation closed circuit television (CCTV) inspection of the sewer lines to be replaced or repaired. • Sewer Spot Repairs for the City of Alhambra — Construction Manager/Inspector for the City's sewer spot repair of 8-inch to 10-inch VCP, and replacement of one sewer manhole. Work included traffic control, bypass pumping, asphalt paving, trench repair and appurtenant curb & gutter replacement. • Sewer System Repair, Relining, and Replacement Project for City of El Segundo (EPA FUNDED) — Construction manager/inspector for the replacement of 6,300 LF of 8-inch, 10-inch, and 12-inch VCP and relining of 1,500 LF of 8-inch VCP. The project, which was located in residential streets, also involved traffic control, bypass pumping at multiple locations and repaving of the streets. Imperial Headgates and Weir Pond Project for Orange County Water District — Field Inspector - AKM provided construction management and field engineering for the Imperial Headgates and Weir Pond Rehabilitation Project. The project included the following: supply and installation of a new trash rack and monorail gripper system for river debris removal; removal and replacement of electrical conduits and panels inside the Control Building; removal and replacement of Control Building and Generator Building roofs, access hatches, and ventilation fans; replacement of three (3) 54-inch square cast-iron slide gates and five (5) electrical actuators; installation of two Doppler flow meters in the Bypass Conduits; integration of new signals from cleaning system and flow meters to existing SCADA system; construction of concrete retaining walls and slab in support of new monorail and gripper trash racks cleaning system; demolition of existing flume structure, Weir No. 1 and drain pipe slide gate and structure, and existing Weir No. 2 and drain pipe slide gate and structure; construction of new flume structure and related pressure transducer system, new Weir No. 1 with new drain slide gate and structure, new sharp crested Weir No. 2 with new drain slide gate and structure, and related pressure transducer system; regrading of existing Weir Ponds 1 and 2; and testing, training and startup. Additional work includes the construction of approximately 1,600 feet of 8" HDPE gravity pipeline with appurtenances. AKM Prop. 20-1004 Appendix B - 12