Past Projects
La Palma This multi-phased planned unit development encompasses over three thousand acres. JSK CONSULTING, INC. is currently involved in the engineering and design of Phase I. Our activities include:
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This Active Adult Community is 503 single-family lots on approximately 268 acres. Inland Shores is a multi-phased residentially based mixed-use development with its own water and wastewater utility system. This project was master planned through the Polk County Growth Management Division. To better serve its residents, Inland Shores is intended to be within its own Community Development District. The development is located east of Lake Wales, north of State Road 60 and east of Mammoth Grove Road. JSK Consulting, Inc.’s services included complete Civil and Environmental Engineering including working with the Southwest Florida Water Management District to convert existing agricultural wells into potable water wells to serve the Development’s drinking water needs. Also, JSK’s design included the creation of a fifty acre wet pond centrally located within the Development to provide recreational and aesthetic amenities to the residents. The on-site wastewater treatment facility was oversized to provide wastewater treatment service to the Saddlebag Lake Resort residents. |
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Commercial Center at Traditions JSK CONSULTING, INC.’s services for this project include complete site layout and engineering services to construct approximately seventy five thousand (75,000) square feet of commercial buildings with two future outparcels along Thompson Nursery Road and West Ruby Lake Drive. The project involves working together with several local and state regulatory agencies including: the City of Winter Haven, Polk County Access Management, the Southwest Florida Water Management District, the Florida Department of Environmental Protection and Polk County Health Department. The services we provided include the following:
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Leoma's Landing JSK CONSULTING, INC.’s services for this project included the preparation, simulation and evaluation of a hydraulic model to analyze current and future potable water demands versus pressures within the City’s Water Service Area. This project involved working in conjunction with several local regulatory agencies including: the Florida Department of Environmental Protection, Polk County Health Department, Polk County, and Southwest Water Management District. The services we provided including the following:
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Southeastern University This project included the design and evaluation of a campus wide Master Plan in support of a college community. JSK Consulting, Inc., conducted a development assessment to identify deficiencies in existing infrastructure, recreational facilities, common areas, and needed capital improvements to support the proposed project. As a result of our site assessment, roadway, recreational, and utility infrastructure improvements were determined to be necessary before construction of the project. The 60 acre college community is currently being developed in several phases. |
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Ben Hill Griffin, Inc - Shop 16 This multi-phased Development of Regional Impact (DRI) contains over thirteen hundred (1,300) acres. To expedite its construction, JSK Consulting is preparing a development feasibility report to provide an evaluation of existing infrastructure and a capital improvement master plan. JSK Consulting, Inc.’s responsibilities include the following:
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Polk County Utilities - NERWWTF Surge Tank Modification The County’s NERWWTF is located in unincorporated Polk County north of Davenport and Haines City near the intersection of I-4 and U.S. Highway 27. During construction of the plant’s expansion Matthew Johnson, PE helped to permit a modification of the existing plant with the Florida Department of Environmental Protection to construct a surge tank for the plant. The purpose of the project was to address solids washing out of the clarifiers of the existing NERWWTF due to excessive peak-hour hydraulic loadings. The problem experienced by the facility stemmed from the shallwow side water depth of approximately eight feet in the clarifiers and an elevated solids loading rate during these periods. These physical and operational characteristics caused the facility to have a tendency for solids washing out of the clarifiers during peak-hour periods when the flow is slightly above the design ADF. |

