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• Tiffany Sewage Pump Station for the Garden Grove Sanitation District — Construction Manager/Resident Inspector for the project including the replacement of the existing wet well/dry well facility with a new submersible pump station, including a large T-lock lined wet well for emergency storage, and an emergency generator. The project also involved the installation of a new forcemain, connection to the existing forcemain, new T-lock lined manholes and gravity sewer lines, an odor control system, a bypass pumping system, rehabilitation of existing manholes with an epoxy/polyurethane lining, a dewatering system, and implementation of a ground settlement monitoring program. • Sewage Pump Station No. 35 Phase 1 & 2 for City of Seal Beach — Resident Engineer for the project which involved upgrading the existing sewage pump station with three (3) new pumps, piping and electrical systems. The work included: bypass pumping during construction for the replacement of the pumps, piping and valves which required a line stop installed on the existing 16-inch ductile iron forcemain; removal and replacement of a section of the existing ductile iron forcemain; three 75-hp, 2,300-gpm, VFD operated pumps and motors; valves and piping; relining of the wet well and screening vault with an epoxy/polyurethane lining; replacement of the electrical, controls; integration of the new controls with the City's existing telemetry system, switchgear; and yard paving. • Lift Station No. 6 Forcemain Replacement Project for the South Coast Water District — Project Manager during AKM's construction management of the project which consisted of 900 lineal feet of 12-inch SDR 35 PVC gravity sewer and eight (8) manholes, 2,250 lineal feet of 18- inch AWWA C905 sewer forcemain with epoxy lined and coated ductile iron fittings, temporary bypass system, tie-in of new facilities to existing gravity sewer and forcemains, protection of existing facilities in -place, and repaving/restripe streets to restore existing condition. The forcemain construction is within Pacific Coast Highway in the City of Dana Point. • Butterfield Chino Creek 10 inch Forcemain Relocation Project for the City of Chino Hills — Construction Manager for the relocation of a 10 inch DI wastewater forcemain that included approximately 500 LF of 10 DR 14 C-900 PVC, 100 ft Jack and Bore 24 inch welded steel casing to cross Chino Creek. AES Sewer Design Revision 1 project for Alamitos Energy, LLC — Construction Manager responsible for overseeing the inspection of an industrial process water forcemain across the Studebaker Bridge and Lyones Bridge in the City of Long Beach. This project included approx. 400-LF of 4-inch stainless steel forcemain pipe and 12-inch galvanized steel casing pipe structurally supported across two bridges over the Los Cerritos Channel. This bridge crossing design was a portion of a larger project encompassing a total of 2,500-LF of on -site and off -site pipeline work which ultimately discharges into the City of Long Beach sewer system. Forcemain Improvements for the Paseo Del Mar and Rocky Point Sewer Pump Stations — Construction Manager for the project which included two separate forcemain alignments for the Rocky Point and Paseo Del Mar Sewage Pump Stations. The Rocky Point alignment included 2,550 lineal feet of 6-inch buried ductile iron pipe, 950 lineal feet of 8-inch PVC gravity pipe, and 75 lineal feet of 6-inch PVC C900 forcemain. The Paseo Del Mar alignment included 1,950 lineal feet of 6-inch ductile iron pipe. The project also included the construction of four (4) manholes, recoating of four (4) existing manholes with an epoxy/polyurethane coating, significant traffic control, repaving of the effected streets, slurry sealing of the streets from curb to curb, and utility coordination. • Ross Avenue Sewer Improvements Project for the City of Alhambra —Construction Manager for the project which consists of the removal and disposal of approximately 1,700 linear feet of existing 20" VCP sewer; removal and disposal of five (5) existing manholes; the installation of approximately 1,700 linear feet of 21" extra strength VCP sewer including the trenching, bedding, AKM Prop. 20-1004 Appendix B - 5