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-4 s- <br /> C. FRED DEUEL & ASSOCIATES, INC. <br /> CONSULTING ENGINEERS • LANO SURVEYORS • LAND PLANNERS <br /> MAIN OFFICE <br /> • ST•RT.WG GATE Su <br /> • D 80 101 16 • O 105 1798 RO A <br /> 1620 FIRST AVENU N <br /> E ORTw 405 U S wlGwwwr 301 <br /> 13416 US PIGNWA♦ 19 280' SW COL,EGE <br /> wUOSON. FLORIDA 33567 OCALA FLOP OA 326 <br /> ZEPMYRMILLS FLORIDA 33599 <br /> ST PE TE R58URG i_ORID• 33733 16131 968-6656 1904' 237 11 01 <br /> 1613 szr.,s, 03131 762-6717 <br /> PLEASE REAL. TO ZEPHYRHILLS <br /> July 11, 1984 044 <br /> Z2g <br /> Charles Kramp <br /> Camelot Construction Co., Inc. 1/( <br /> 2010 Sammonds <br /> Plant City, FL 33566 <br /> Dear Mr. Kramp: <br /> We have calculated the storm water retention for Lot 1, ARBOR <br /> RIDGE. of Dr. are M. K the plan of <br /> Revision ure <br /> office <br /> #5, as supplied by you. <br /> STORM WATER RETENTION <br /> Design storm = "25 year ", 1 hour duration (3.6 " /hr.) <br /> Lot area = 10588.88 square feet <br /> Impervious area = 6175.5 (building and parking lot) <br /> Post development runoff "C" _ (6175.5 x •910588.88 38 x .2) .61 <br /> "Weighted C" = .61 - .2 - .41 <br /> Additional runoff = 10588.88 x x .41 = 1302.4 cubic feet <br /> Therefore, the retention required is 1302.4 cubic feet. <br /> f <br /> C. D DE L <br /> Florida Surveyor's Reg'n. No. 827 <br /> Florida Engineer's Reg'n. No. 3896 <br />