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Exhibit # 1 (Scope of Work) Work Order # 1 11/30/2011 Page 2 The Engineer shall not proceed to perform further tasks beyond Task A in this Work Authorization until the County has accepted the Conceptual Design and provides Engineer with a written Notice to Proceed to the next task . Task B — Limited Site Topographic Survey Masteller & Moler , Inc . through its land surveying affiliate will perform a limited site topographic survey to support design of the proposed stormwater reuse improvements for this project . The survey shall include sufficient information on the site as well as within the adjacent Indian River Farms Water Control District' s Lateral A and 57th Street right- of-way including its bridge at 66th Avenue . Task C — Engineering Design Services Masteller & Moler , Inc . shall perform engineering design services to prepare Construction Plans and Technical Specifications to allow for the construction of the following stormwater reuse improvements for this project : 1 . Stormwater reuse connection to the IRFWCD Lateral A Canal ; 2 . Stormwater pumping station wetwell with debris screen and concrete slab ; 3 . Stormwater pumping station with duplex variable speed pumps rated at maximum of 1 , 000 gallon per minute capacity at sufficient pressure to direct flow through the proposed treatment system ; 4 . Stormwater reuse filtration system with automatic backwash discharge system , turbidity monitoring , and flow metering ; 5 . Liquid ( Sodium hypochlorite ) chlorination system ; 6 . Duplex High Service Booster Pumping Equipment with variable speed system to pump treated Stormwater to the new 3 . 0 MG reuse storage tank on Hobart Road ; 7 . Duplex High Service Booster Pumping Equipment with variable speed system for existing IRC reuse main to allow for maintenance of flow rate of reuse water flows from the West Regional Plant to the 3 . 0 MG reuse storage tank on Hobart Road ; 8 . Backwash force main extension to the existing IRC sewage lift station approximately 1000 ' east of the site ; 9 . Piping connections to the IRC existing 16" reuse main along 57th Street ; 10 . Site Entry driveway with access to 57th Street and site fencing / lighting / buffer landscaping . The proposed high service booster pumps , valves , piping , variable speed controls , turbidity monitoring , flowmeter , and chlorination system will be designed to be contained within an attractive , air conditioned package structure to be mounted on a concrete slab . The above described improvements will be described in a Preliminary Engineering Report ( PER ) which will document the project' s design criteria . In order to support the above described engineering design , we shall also retain geotechnical / structural , and electrical engineering sub-consultants for design of structural engineering and power supply elements , respectfully .