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VI. Alternatives <br />The following alternatives are presented: <br />Alternative One: Excavate channel along the County/City <br />of Sebastian line with outfall ditches from this canal to the <br />Sebastian River. <br />The channel should be located along the County/City of Sebastian <br />line extending from the northeast line of Tract 37 to the southwest <br />line of Tract 43 of A.A. Berry Subdivision, Section 22 Fleming <br />Grant. From this canal, one outfall ditch will run to the Sebastian <br />River. The optimum location for this ditch would be along the <br />tract line of Tracts 38 and 39 from the channel to Roseland Road. <br />Beneath Roseland Road, two 36" reinforced concrete pipe culverts <br />should.be placed with headwalls. From Roseland Road to the river, <br />a channel should run along the tract line to Tracts 34 and 35. <br />(See Figure 2) <br />Alternative Two: Construct the same channel along_ the City/County <br />line as in Alternative One above. From.this canal two outfall <br />ditches would be along the tract line of Tracts 39 and 40 -and <br />along the northeast tract line of Tract 37 from the canal to Rose- <br />land Road. At Roseland Road the outfall ditches should have a <br />36" reinforced concrete pipe culvert -with headwalls. From Roseland <br />Road to the river these ditches should run along the tract line <br />of Tracts 33 and 34 and along the northeast tract line of Tract <br />36. (See Figure 3) <br />Alternative Three: Construct the same channel on the City/County <br />line as proposed in Alternatives One and Two. Also, construct <br />the same two outfall ditches from the canal to Roseland Road as <br />Alternative Two. Once the water has gottor. to Roseland Road it <br />will be routed into three culverts that exist under Roseland Road <br />at the present time. One of these culverts -is pre�en'tly an 18,1 <br />reinforced concrete pipe. It will have to be replaced by two <br />36" reinforced concrete pipes with head malls. The other two <br />exsiting pipes are sufficient to carry design flows. (see Figure 4) <br />Public Works Director Davis reported that the Depart- <br />ment of Environmental Regulation prefers Alternative Three <br />whereby we would not significantly alter that drainage <br />pattern between Roseland Road and the Sebastian River, which <br />is a natural flood plain. He continued that they are not <br />126 WK 51 rif,,Gf 953 <br />N 0 V 3 1992 <br />