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not to exceed $1,100 for purposes of providing the property owner <br />the tax appraisals for the donated property and authorize <br />Armfield & Wagner, MAI to appraise four Indian River Boulevard <br />parcels #12 Kennedy, #17 Lawton, #18 Davis and #19 Luther at his <br />firms quoted fee, not to exceed $6,900 ($1,725 each parcel) with <br />a $1,000 reduction of the fee for each parcel that might be <br />settled before the appraisal is completed. <br />Funding to be from Account #309-214-541 <br />ON MOTION by Commissioner Wheeler, SECONDED by Commis- <br />sioner Bird, the Board unanimously approved appraisal <br />fees for William Fleming, SRA, and Armfield & Wagner, <br />MAI, as set out in the above staff recommendation. <br />PURCHASE OF ACREAGE ADJOINING BENT PINE UTILITY SITE <br />Utilities Director Terry Pinto made the staff presentation: <br />TO: <br />THRU: <br />FROM: <br />CHARLES P. BALCZUN <br />COUNTY ADMINISTRATOR <br />TERRANCE G. PINTO <br />DIRECTOR OF UTILITY S'VICES <br />WILLIAM F. McCAIN <br />PROJECT ENGINEER <br />DEPARTMENT OF UTILITY SERVICE <br />DATE: JANUARY 22, 1988 <br />SUBJECT: PURCHASE OF A 13.47 + ACRE PARCEL ADJOINING BENT PINE <br />UTILITY SITE <br />BACKGROUND <br />With the construction of the one (1) million gallons per day <br />(M.G.D.) wastewater treatment facility in Gifford which is. <br />underway, the problem of effluent disposal and or storage arises. <br />An effluent transmission system is currently being constructed to <br />serve Grand Harbor golf course and green belt -areas. A similar <br />transmission system is proposed to service both Hawks Nest and Bent <br />Pine golf courses in the near future. <br />When irrigation is used for effluent disposal the Department of <br />Environmental Regulations requires that an alternative disposal site <br />be available and or three (3) days of storage for the treatment <br />plants maximum daily flow. <br />ANALYSIS <br />The 13.47 + Acre parcel adjoining the Bent Pine Utility site <br />appears to Be well suited for either of the aforementioned purposes. <br />The site is large enough (allowing for D.E.R. required set back) to <br />be used as a three (3) day plus storage facility for the entire <br />1 (M.G.D.) per day plant flow. Also, based on preliminary <br />investigation and computer analysis is appears that the site is more <br />than adequate as an alternative percolation pond disposal site. A <br />percolation pond system at this site should be able to accept the <br />golf course flows in the event that conditions prevented effluent <br />application on the golf courses. <br />37 <br />L_ FEB21988 <br />I:QOK 70 fM E 766 <br />