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6/18/1991
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6/18/1991
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7/23/2015 12:03:09 PM
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Meetings
Meeting Type
Regular Meeting
Document Type
Minutes
Meeting Date
06/18/1991
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I <br />J U N 18 1991 <br />BOOK 83 f',�Ut i ' <br />The east side of the St. Sebastian River is within the Urban <br />Service Area (USA), and is projected to be fully served by public <br />sanitary sewer by the year 2010. On the other hand, the west side <br />of the river is outside of the USA. While the soils, on their <br />face, have substantial limitations for septic drainfield use, they <br />are actually some of the better soils in the county for septic use. <br />Modifications to the soil, such as the common practice of <br />supplementing the soils with fill, in combination with river <br />setbacks, will minimize any potential pollution problems. Staff <br />have drafted revisions the Conservation Element analysis section to <br />address DCA's objection on this issue. <br />- Character/Management of Vacant Land <br />Staff have drafted revisions the Conservation Element analysis <br />section to address DCA's concern regarding vacant land analysis, <br />which is focused on the east side of the St. Sebastian River. As <br />previously explained under "Justification of 1 unit/acre East of <br />the River", staff estimates that approximately 75-175 acres of non - <br />scrub uplands exist between the river and Roseland Road that would <br />be subject to the 1 unit/acre density. Other undeveloped land in <br />the area will be subject to C-3 and C-2 standards and development <br />densities. <br />- Residential Development vs. Projected Population <br />As previously indicated, only the east side of the St. Sebastian <br />River falls within the USA for purposes of projected <br />population/residential development ratio calculations. Following <br />is a comparison of potential residential development units east of <br />the river under the existing 1 unit per 40 acre density vs. a <br />combination of 1 unit/40 acres (wetlands), 1 unit/5 acres (xeric <br />scrub), and 1 unit/acre (non -scrub uplands), as proposed. <br />Existing C-2 Proposed C-3 <br />(E. of River) (E. of River) <br />Approx. Total Acres 500-600+ 500-600± <br />Potential Units 12-15 125 Ac. Wetl. x 0.025 <br />at Allowed Density = 3 <br />300 Ac. Scrub (-125 Pres.) <br />x 0.20 35 <br />_.. - 75-175 Ac. Non -scrub Upl. <br />x 1.00 = 75-175 <br />Total Potent. Units 12-15 113-213 <br />The above calculations are approximate, and do not take into <br />account those parcels already developed or those nonconforming <br />parcels of record that are "grandfathered" and subject to a 1 unit <br />per parcel density, rather than the present 1 unit per 40 acre <br />density. As such, the estimates are conservative, and the <br />variation between the two scenarios is in all likelihood much less <br />than the approximately 100 to 200 unit gap. However, even with <br />these figures, the -difference in the number of units, when viewed <br />on a county -wide scale of projected population, is not significant <br />enough to warrant concern of promoting urban sprawl. <br />- Consistency with Conservation Policy 6.2 <br />Policy 6.2 of the Conservation Element identifies the xeric scrub <br />on the western bank of the St. Sebastian River as one of several <br />scrub sites that the county will consider acquiring, to fulfill a <br />
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