Work Plan for the Implementation of Water Supply and Hydroelectric Power Generation System, Finca Manhattan, Cabo Matapalo, Costa Rica

 

 

By:  Osa Water Works, S.A.

 

January 29, 2002

 

Introduction

 

            A hydrological resources report describing recommended installations for Finca Manhattan was presented on January 13, 2002.  A second report detailing water quality was presented on January 19, 2002.  This final engineering work plan contains a description of the proposed installations, time frames for the completion of project components, and line-item costs of the different project elements.

 

Hydroelectric Power Generation System.

 

            The seasonal hydroelectric power generation system under proposal is to consist of the following components:  1)  two coffer dams; 2)  two infiltration galleries;  3) 3” and 4” Schedule 80 PVC hydro pipeline; 4) air evacuation valves as needed; 5) ball-valve controls; 6) Harris DC Pelton wheel with electrical couplings integrated into a service electric systems to be located in the power systems bodega, described below.  A conceptual diagram showing piping run distances and other relevant system information is given in Figure 1.

 

 

Power Systems Bodega

 

            A steel-reinforced, soundproof concrete block structure measuring 4 meters by 9 meters will be constructed to house all of the electrical power systems.  A floor plan of this power systems bodega is shown in Figure 2.  This bodega will be compartmented into four rooms.  The Pelton room will house the Pelton wheel assembly and valving and discharge water directly back into the stream.  The generator room will house the new 12 kW natural gas generator already on site as well as the reconditioned 10 kW diesel generator previously used for Bahía Esmeralda power generation needs.  The battery room will contain the batteries used by the hydro and solar power generation systems.  The control room will contain 4 Trace inverters, 2 of which are already on site, and the necessary switching and safety systems.  A 1.5 meter rollup door will be deployed as a service entrance, opening into the Generator Room.  The main entrance, a conventional steel door, will open into the Control Room.  The array of 16 solar panels with two passive tracker units will be mounted on the roof of the structure.

 

Integrated Water Supply.

 

            The potable water supply system will include four project elements:  1)  remodeling of the spring water intake to exclude river water;  2) 1” pipeline from the Bahía distribution tank to the 35,000 gallon tank at Casa Verde;  3)  replacement of Bahía polyethylene piping with 1” PVC pipeline; 4) Installation of a water filtration system for Casa Verde.

 

            The potable water for Bahia Esmeralda and the cuidador houses will be derived from the sealed spring box to be installed.  A full water quality analysis of this spring water will be performed in order to determine if water purification will be required to ensure potability.  We anticipate that this spring source will be fully potable and not require any treatment.  However, if this is not the case, a filtration system would need to be designed and implemented at a later date.

 

The filtration system (10-15 gallon per minute) will consist of the following modules:  1)  a primary filter for the removal of large suspended sediment;  2) ultraviolet bacterial disinfection unit; 3)  secondary particulate filtration; and  4) granular activated carbon filter for the removal of organic compounds.  This will ensure high-purity drinking water for Casa Verde and both satellite houses.

 

Irrigation water will be supplied by the 35,000 gallon water tank located at Casa Verde.   It will derive water from three sources:  1)  rain water capture;  2)  the spring;  and 3) the lower well.  Project elements associated with supplying the tank with well water include 1) the deployment of a submersible pump;  2) 1” PVC pipeline from the lower well to the storage tank; and 3) a 2” main pipeline running from Casa Verde to the Matapalo road.  This irrigation system will deliver high water pressure for excellent sprinkler irrigation throughout the property.

 

Wiring

 

            A conceptual diagram of the wiring network is given in Figure 3  This wiring network is necessary to supply AC power to Casa Verde, Bahía Esmeralda, and the well house.  Additional wiring is included to enable a float-switch activated control of the well pump for full automation.  This electrical wiring system is engineered for the highest performance, given the versatility of the power systems bodega’s three separate energy sources.

 

         Time Frame

 

            Project elements are shown in Table 1 below with the time frames for completion of each project element shown.   Work can begin upon receipt of a deposit.

 

 

Table 1.  Time frame for the completion of project elements.  X=Work Crews; O=OWW

 

 



Budget

 


            Costs associated with the project elements are shown in Table 2.  The bid for the entire project is $71,200.  This includes the cost of demolition of existing water tank and removal of debris.  In the event the decision is made not to remove the existing tank, then a deduction of $2,000 will be made from the overall bid.

 

 

Table 2.  Line Item Costs of Project Elements

 


 

 


Terms

 

            A deposit of $65,000 will be required to begin construction.  This includes the cost of the water quality, engineering and design completed, the cost of all materials, half of the labor contract, and half of the OWW installation and oversight fee.  The balance of $6,200 will be due upon completion of the project and final smoke testing.

 

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