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-I <br />SEP 18 1990 <br />ROOK <br />i <br />Table E-1 <br />PROJECTED REGIONAL WASTEWATER TREATMENT PLANT FLOWSa <br />Phase I Phase II <br />i <br />(Year 1995) (Year 2005) <br />Average Daily Flow Average Daily Flow <br />Area (MGD) (MGD) <br />South 3,85 4.25 <br />West 2.80 3.20 <br />Central 3.00 4.10 <br />North 1.00 6.00 <br />i <br />Sea Oaks- 0.50 0.75 <br />TOTAL 11.15 18.30 <br />I <br />i <br />a The source for these flows is the "Indian River County Wastewater Master <br />Plan" (1988), <br />i <br />except as indicated below: <br />o Because of recent agreements between the County and City of Sebastian, <br />the flows for the North are anticipated by the County to be greater than <br />i indicated in the Master Plan. The County projected, subsequent to the <br />Wastewater Master Plan, total flow by the year 2005 to be 6.0 MGD (total <br />year 2005 flows projected in the Master Plan were 1.5 MGD). <br />o The Sea Oaks WWTP was recently acquired by the County and not included in <br />the Wastewater Master Plan. The County has projected year 1995 and 2005 <br />flows the <br />.for north beaches area and plans to use the Sea Oaks WWTP to <br />treat these flows. <br />Table E-2 <br />PERMITTED EFFLUENT DISPOSAL METHODS ' <br />Capacity <br />Region WWTP Disposal Method (MGD) <br />South Vista Royale Mosquito Impoundments Ie) 0.50 <br />Vista Gardens Mosquito Impoundments (e 0.15 <br />Vero "—•-h Highlands Percolation Ponds (e) 0.40 <br />-- I <br />TOTAL CAPACITY 1.05 <br />West West Regional Percolation Ponds (e) 0.33 <br />Percolation Ponds (p) 0.44 <br />Citrus Irrigation (p) 0.98 <br />Sod Farm -Irrigation (e) 0.58 <br />TOTAL CAPACITY 2.00a <br />` <br />Central Central Regional Percolation Ponds (e) b <br />!or Gifford) Golf Course (e) 1.00 <br />Golf Course (p) 0.75 <br />TOTAL CAPACITY 1.75 <br />North, North Regional Golf Course (p) 1_00 <br />TOTAL CAPACITY 1.00 <br />North Barrier <br />Island Sea Oaks Residential Irrigation (e) 0.21 <br />TOTAL CAPACITY 0.21 <br />TOTAL PERMITTED DISPOSAL CAPACITY 6.01 <br />Legend: <br />e " Existing <br />p " Permitted, but not presently used. <br />Notes: <br />a It is proposed that the existing percolation ponds will be utilized as a <br />- backup when other disoosal is on-line. <br />b Existing percolation ponds serve as wet weather discharge and do not provide <br />additional capacity. <br />70 <br />