Kimley-Horn and Assoc. - Environmental

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0 s ® John Potts, P.E. Page 2 0 Representative Experience (continued) • placing control operations on a new programmable logic controller (PLC). In addition to placing the HSP on the new PLC, the existing transfer pump station was also placed on the new PLC. ® High-Service Pumps 12 and 13, Jupiter, FL— Provided permitting, design engineering, and construction 0 phase services for the addition of one new high service pump for the Town of Jupiter. These pumps were added to supplement the existing high service pump facility and the water treatment plant. D-8 Emergency Stormwater Pumping Station and Collection System Piping, Palm Beach, FL— Project manager of the Kimley-Horn team that provided services for the design and construction of this 105,000- • GPM stormwater pumping station. The station used electrical submersible pumps and the design included O the expansion of an existing generator room to accommodate 750kW and 100kW generators to operate the ® station as FPL power was not available at this location to power the pumps. Due to the cost of real estate in the Town, a satellite station had to be constructed beneath a roadway to house one of the three 33,833-GPM ® pumps because the existing station did not have sufficient capacity to handle 105,000 GPM and could not be 0 expanded. The generator room expansion also had to be designed such that the noise emissions outside the 0 building were no higher than 65 dB. ® Town of Jupiter Emergency Flood Outfall, Jupiter, FL— Served as project manager on the Kimley-Horn team that designed an emergency stormwater pump station to eliminate the risk of water treatment plant 0 failure and loss of water production due to flooding under severe storm conditions. The complete loss of 0 potable water to the surrounding areas would result in significant impacts for the health, safety, and welfare ® of the serviced residents. The project involved the design of new culverts and pump station facilities. Kimley- Horn also coordinated the work of civil, structural, mechanical, electrical, and architectural disciplines. The 0 stormwater pump station uses the existing water treatment plant reverse osmosis concentrate outfall as a O secure, dedicated discharge pipe. The controls system includes a variable frequency drive and level control ® so that the stormwater pump speed and outfall levels are balanced. This pump station includes an emergency generator to maintain station operation at all times and provisions to reduce noise from the diesel engine. 0 District Three Storm Drainage, Briny Breezes, FL— Project manager for an evaluation of the existing O stormwater management facilities serving District Three of Briny Breezes. District Three experiences flooding O during storm events due to a lack of stormwater management facilities. The flooding represents a regular ® inconvenience and has the potential to cause property damage. Kimley-Horn's duties include researching the existing permit requirements, evaluating the shortfalls of the existing system and recommending ® improvements to minimize flooding during certain storm events and during high tidal conditions. Potential ® improvements include increasing the pumping capacity, adding storm inlets and piping, adding swale ® storage, and raising the elevation of the seawall. Drainage and Street Improvements, Jupiter, FL— Project manager for major street paving, water, and 0 wastewater improvements, and construction observation in residential areas. Project included several areas with unpaved roads and little or no drainage. Detailed permitting process included wetlands issues and the O need for outfalls into Outstanding Florida Waters, as well as ownership determination for right-of-ways. O Area B Storm Drainage Improvements, Jupiter, FL— Served as project manager for design, permitting, and 0 construction of storm drainage improvements within a 150-acre area of the Town of Jupiter. This project 0 included paving of neighborhood streets and installation of water distribution piping. The storm drainage system consisted of two separate basins, one discharging by gravity into a salt water canal with the other, O larger basin routed through a stormwater pumping station. The stormwater pumping station discharged into a 0 retention area prior to ultimate discharge to the Loxahatchee River. 0 • RIO No.12-a+m Kimley-Horn ti I� ® orew015.12o Sunny Isles Gi+i-:m4orvneta Eng Resumes.indd ith-mr , and Associates Inc.