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") ) ) J ) ) ) ') ) ) ) ) ) ) ) ) ) ) ) Stanley Consultants Inc. RFQ No. 12.04.03 Acoustic Engineering Consulting Services for Town Center Skate Park meetings and site visits. Additional duties included conflict resolution between the client and the contractor, Record Set drawing preparation including incorporating changes made during construction, and participation in the startup and testing of each gate. SFWMD C.43 Design, West Storage Reservoir; South Florida Water Management District; Hendry County, FL, US--Cost Estimator responsible for cost estimating quantity take off and MCACES cost estimate. The C-43 Basin West Storage Reservoir is part of a project to provide reservoir storage for the entire Caloosahatchee River basin as part of the Comprehensive Everglades Restoration Plan (CERP). The purpose of the project as defined in the CERP is to capture C-43 Basin high flows due to runoff and releases from Lake Okeechobee. Stored flows will be released during low flow periods. The facilities were designed for environmental water supply deliveries to the Caloosahatchee Estuary, water supply benefits, some flood attenuation, and water quality benefits by reducing salinity and nutrient impacts of runoff to the estuary. The goal of the West Storage Reservoir was to provide 160,000 acre-feet of storage. The project cost was approximately $334 million excluding land acquisition. Spillway 155A; U.S. Army COE, Jacksonville District, FL, US--Cost Estimator responsible for MCACES Cost Estimate for this project for design of a new two-bay ogee weir spillway in Canal C51. A temporary by-pass diversion canal and cofferdam design was required for this project. Ancillary facilities included a control building, access road, and power line routing. Tamiami Trail Phase 2; U.S. Army COE, Jacksonville District, FL, US--Cost Estimator responsible for MCACES Cost Estimate for this project. Project included the final design for construction of additional cross drain culverts along the Tamiami Trail (US 41). The project limits considered approximately 50 miles of the Tamiami Trail corridor. The final design provided for the construction of new cross drain culverts at approximately 48 sites. Maintenance of traffic was a major part of the final plans. The project included drainage structure plans and details, plug/driveway site plans, phased maintenance of traffic plans, signing and marking plans, culvert typical sections, milling and resurfacing cross sections, design analysis report, design document report, and quantity summaries. Kissimmee River Restoration 6A2; U.S. Army COE, Jacksonville District, FL, US--Cost Estimator responsible for cost estimating quantity take off and MCACES cost estimate. This was a multi-task effort to restore the Kissimmee River to its natural condition, including plugging the channel to force the river to spread into the floodplain and modifying US Hwy 98 to accommodate the restored conditions. Hwy 98 modifications included areas of vertical and horizontal re-alignment, a new bridge, and replacing culverts. Additional work in the Kissimmee River basin included design of water control structures along Canal C-41 A and design of dredging, levees, a boat ramp, recreation facilities and water control structures. Okeechobee Storm Water Treatment Areas: Taylor Creek and Nubbin Slough; U.S. Army COE, Jacksonville District, FL, US--Cost Estimator for MCACES for evaluating the feasibility of rehabilitating Barkley Powerhouse located on Cumberland River inlet. Project included rehabilitation of four vertical Kaplan turbines rated at 58,000 hp and 44' net head. Performed feasibility study and final design of two storm water treatment areas in the headwaters of Lake Okeechobee. The 1,500-acre constructed wetlands were designed to remove phosphorus from Nubbin Slough and Taylor Creek as part of a State legislated critical program to reduce eutrophication in Lake Okeechobee. Project included hydrologic and hydraulic modeling to calculate phosphorus loading and removal, 2-D hydraulic models to improve circulation throughout the ST As, 1-0 hydraulic models for drainage channels and flood control, groundwater seepage model, multiple-unit pump stations, water control structures, auto-samplers and water level gages, telemetry and programmable logic controllers. 27 ~ Stanley Consultants INC.