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repairs and preparation and placement of an epoxy coating surface to provide structural integrity to all exposed concrete surfaces within the wet well. Sewer Lift Station No 3 Project for the City of Alhambra — Construction Manager responsible for providing complete management of the new submersible duplex sewer lift station which will replace an existing 90-year old wet well -dry well lift station located under a freeway on -ramp. The work consisted of utility relocations, 500 LF of new 8-inch gravity sewer, 50 LF of new 6-inch ductile iron forcemain, a new sliderail submersible pump station, utility relocations, and demolition of the existing pump station (pending). The pump station included a 25-foot deep, 7-foot diameter wet well with (2) 15 HP, 350 gpm sliderail submersible pumps, a valve vault with by-pass connection and flow meter, and an 80 kW emergency generator. The work required extensive coordination with Caltrans. Paseo Del Mar Sewer Pump Station for the City of Palos Verdes Estates — Construction Manager and Resident Inspector for the project which involved replacement of a duplex wet well sewer lift station. The project included a new 35' deep x 8' diameter T-lock lined wet well, a precast concrete mechanical valve vault, construction of a 5-foot diameter T-lock lined manhole, conversion of the existing 30-foot deep 4-inch diameter wet well and existing 34-foot deep 11- inch diameter dry well to emergency storage structures including the application of an epoxy/polyurethane lining for both structures, new electrical system and control panels, new pumps, new motors and variable frequency drives (VFDs) as well as a new PLC and integration with the Los Angeles County Department of Public Works' (LACDPW) who maintains and operates the facility, existing SCADA system. Startup testing and training activities were coordinated between City staff, the Contractor and LACDPW. Rocky Point Sewer Pump Station for the City of Palos Verdes Estates —Lead Construction Inspector for upgrading of a sewage pump station which included utility relocations in preparation for the work, construction of a new T-lock lined underground reinforced concrete emergency storage wet well with epoxy/polyurethane lined floor, construction of two new T-lock lined precast concrete manholes, bypass sewage pumping while the existing pump station was taken out of service, recoating of the existing wet well with an epoxy/polyurethane coating, new D.I. forcemain piping, gravity sewers, a new MCC, a new PLC, integration of the PLC with the Los Angeles County Department of Public Works (LACDPW), who maintains and operates the facility, as well as coordination and review of testing, startup and training activities with the City, Contractor and LACDPW. • Partridge Lift Station and Thunderbird Sewer Project for the Garden Grove Sanitary District — Lead Inspector for the construction of a duplex wet well sewer lift station and 700 LF of 8-inch PVC gravity pipe, 400 LF of 4" PVC sewer forcemain pipe, a T-Lock lined 25' deep x 8' diameter precast concrete wet well, precast concrete mechanical valve vault, a new MCC and new PLC. The project also involved repaving of Partridge Street and the streets within the Thunderbird Mobile Home Park as well as conducting startup testing of the completed facility. • Tiffany Pump Station for the Garden Grove Sanitary District — Inspector for the project consisting of 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 of sewage, and an emergency generator. The project also involved the installation of a new forcemain, connection to the existing forcemain, new manholes and gravity sewer lines, the construction of an odor control system, and a bypass pumping system. In order to construct the new cast -in -place wet well, a dewatering system was installed and ground settlement program monitoring program was implemented. • Sewer Rehabilitation at Various Locations Project for the City of Cypress — Construction Inspector for the project involving the replacement of approximately 2,700 LF of VCP gravity AKM Prop. 20-1004 Appendix B - 11