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Craig A. Smith
SIBFL
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(18-11-01) Consult. Engin. Svs. for Golden Shores Pump Station Rehabilitation (CCNA)
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Craig A. Smith
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Last modified
12/11/2018 3:27:16 PM
Creation date
12/11/2018 3:03:53 PM
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CityClerk-Bids_RFP_RFQ
Project Name
Golden Shores Pump Station CCNA
Bid No. (xx-xx-xx)
18-11-01
Project Type (Bid, RFP, RFQ)
RFQ
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Tessier Consulting, LLC <br />Hydrogeologic and Hydro -Environmental Services <br />The firm was established in January 2010. Since that time, the firm has provided consulting services for a <br />broad range of projects, including consumptive water use permitting, well permitting and design, <br />groundwater modeling, dewatering plans and permits, litigation support and expert witness services. In <br />addition, we consult on problems related to flooding, dewatering and groundwater control; sinkholes and <br />settlement; wastewater disposal and reclaimed water application; lateral saltwater intrusion and saltwater <br />upconing; drainage and groundwater/surface water interaction. Our clients range from private developers, <br />farmers, ranchers, attorneys, and insurance companies to Federal and state agencies, counties, <br />municipalities and utilities. <br />In the short time the firm has been established, we have been involved in diverse projects that are <br />professionally challenging, personally satisfying and beneficial to our clients. Some of our services are <br />described below. <br />Design and Construction of Facilities and Forensic Analysis of Underperforming Facilities <br />Planning and design of new facilities must never be minimized in favor of changes during construction. <br />Many construction projects are stalled or even "red tagged" because of a lack of planning and overlooked <br />permit requirements. For example, we frequently receive calls from contractors who have undertaken <br />construction without securing the proper dewatering permits either from the Water Management District or <br />local environmental agencies with jurisdiction. Even for projects that have secured dewatering permits <br />properly, failure to consider the discharge and the potential flooding nuisance can shut down even a <br />simple project. Post -construction flooding caused by an unanticipated rise in the water table or concrete <br />loading above the water table have caused problems in parking garages and even retail centers. In one <br />project, a certificate of occupancy was withheld because the load created by a newly poured concrete <br />floor above a shallow water table in a strip shopping center caused "wicking" of the water table through <br />the vapor barrier and into the building. <br />Well Site Selection and Conceptual Well Design <br />Site selection and conceptual well design are the initial key elements leading to the bidding and <br />construction of water supply wells. Well site selection considers proximity to existing raw water <br />transmission lines, separation from sanitary hazards and known or potential sources of contamination, <br />access, and potential for noise or disruption during construction. Conceptual design involves selection of <br />materials and depth to maximize well performance and long-term operation. For East Central Florida <br />Services, we identified materials, well size and depth which would produce irrigation water for many <br />years. At the Fort Drum Service Area on Florida's Turnpike, we made recommendations to modify the <br />previous well design to reduce the potential for borehole collapse due to the unexpected presence of <br />unconsolidated material. <br />Groundwater Modeling <br />Groundwater models are typically developed to simulate site conditions in the past, present or future. <br />Application of the appropriate groundwater model (analytic, analytic element, finite difference, finite <br />element) varies with the type of model and the conditions being simulated. Analytic models (such as <br />Theis or Hantush-Jacob) are the quickest to design and set up. Analytic element models (such as <br />115 <br />
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