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• <br />Prior Assessment History <br />Typical lot sizes are 0.21 acre and are "undersized" as defined in Indian River County's <br />Comprehensive Plan. This subdivision received County water service in the Phase III <br />Water Expansion Project. The final assessment for that project was approved by the <br />Board of County Commissioners on August 10, 1994. Seventy-eight percent (78%) of <br />the water assessments have been paid in full. (See schedule of parcels, lot sizes, and map, <br />which displays the area to benefit from the assessment project, Attachment 3). <br />Proposed Assessment <br />On December 13, 1999, staff held an informational meeting with 39 property owners <br />attending. The meeting included an overview of the project and an explanation of gravity <br />versus low-pressure force main (grinder pump station) systems, advantages and <br />disadvantages of each. The owners agreed with staffs proposal of a low-pressure force <br />main, with each owner owning, maintaining and operating their own grinder pump <br />station, with as estimated cost of $ 4,100.00 installed. Another meeting was held on <br />September 11, 2000 to consider 3 options, which include a Gravity System and to obtain <br />input from the_ owners. An easement across property north of Westgate Colony to a <br />county lift station, has now been offered which would make the Gravity Sewer system <br />feasible. The proposed easement allows design and routing of the wastewater collection <br />northerly, and east to an existing lift station, located northeast of the subdivision. The <br />low pressure force main project design routed the system easterly along the north side of <br />State Road 60 and north to the same existing lift station. There were 29 owners attending <br />the September 11, 2000 meeting and 6 responded by telephone. 17 owners signed <br />recommending a gravity sewer system. 4 owners signed preferring the low pressure force <br />main option. Staff is now recommending and proposing installation of a gravity sewage <br />collection system. <br />Typical lot sizes are 02149 acre (9,360 average square feet), with a few homes on 1.5 to <br />2 lots and there are five residential parcels, which are greater than 0.50 acre (21,780 <br />square feet approximate) in size. In an effort to soften or equalize these disproportionate <br />size parcels, staff proposes a maximum assessment not greater than 18,720 square feet <br />which is that of 2 typical 72 ft x 130 ft lots (0.43 acre). This will affect seven parcels. <br />The attached map displays the area to benefit from the assessment project. Attached are <br />Resolutions I and H for the assessment project. The total estimated cost to be assessed is <br />$ 542,400.00 The estimated cost per square foot is 0.701607 (rounded).(See estimated <br />project cost -Attachments 4 & 5 & assessment roll). The actual assessed cost as with any <br />such project will be determined based on actual competitive bid prices. <br />This project is to be funded through the assessment of property owners along the <br />proposed sewer line route. In the interim, financing will be through the Assessment Fund <br />(473), account number 473-000-169-371.00. If needed, inter -fund borrowing will be <br />available from the capacity fee fund 472. <br />October 17, 2000 <br />63 <br />e <br />• <br />