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as duly adopted by the County and shall be calculated to within one- <br />hundredth (0.01) foot. tenth (0.1) A note shall be placed on the final <br />plat, stating the published origin of the datum and elevations <br />Section 930.071(2), Drainage basin maximum discharge rates, is amended to read as <br />follows: <br />(2) Basin maximum discharge rates: based on a 257year, 24-hour storm event <br />over a 72 -hour period <br />1 Drainage Basin 1 Maximum Discharge <br />Rate <br />B-1 (Beach) <br />B-2 (Beach) <br />B-3 (Beach) <br />B-4 (Beach) <br />B-5 (Beach) <br />R-1 (Indian River) <br />R-2 (Indian River) <br />R-3 (Indian River) <br />R-4 (Indian River) <br />R-5 (Indian River) <br />R-6 (Indian River) <br />R-7 (Indian River) <br />M-1 (Indian River Farms <br />WCD) <br />M-2(Sebastian River <br />WCD) <br />M-3 <br />(Sebastian/Roseland/Fle <br />ming Grant) <br />M-4 (Corrigan <br />RanchNero Lake <br />Estates) <br />M-5 (Fellsmore WCD) <br />SJ -1 (St. Johns WCD) <br />SJ -2 (St. Johns Marsh) <br />SJ -3 (Talbot Terrace) <br />SJ -4 (Delta Farms <br />WCD) <br />77 24 hours <br />2" / 24 hours <br />2" / 24 hours <br />Section 930.08, Required information for permit applications, sections (1) and <br />91)(a), are amended to read as follows: <br />(1) Type A permit. A detailed description and drawing (scale one inch equals <br />fifty (50) feet or larger) of the proposed stormwater management system shall be <br />submitted to the Community Development director by a Florida registered engineer or, for <br />any development project constructed on a site of one acre or less, a Florida registered <br />architect as long as any engineering service involved in the design is purely incidental to <br />the architect's practice, as provided for in Florida Statutes section 481.2290, as may be <br />9 <br />