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HomeMy WebLinkAboutBIN C-7 ARBOR RIDGE DR SUITE 1 & 2 -4 s- C. FRED DEUEL & ASSOCIATES, INC. CONSULTING ENGINEERS • LANO SURVEYORS • LAND PLANNERS MAIN OFFICE • ST•RT.WG GATE Su • D 80 101 16 • O 105 1798 RO A 1620 FIRST AVENU N E ORTw 405 U S wlGwwwr 301 13416 US PIGNWA♦ 19 280' SW COL,EGE wUOSON. FLORIDA 33567 OCALA FLOP OA 326 ZEPMYRMILLS FLORIDA 33599 ST PE TE R58URG i_ORID• 33733 16131 968-6656 1904' 237 11 01 1613 szr.,s, 03131 762-6717 PLEASE REAL. TO ZEPHYRHILLS July 11, 1984 044 Z2g Charles Kramp Camelot Construction Co., Inc. 1/( 2010 Sammonds Plant City, FL 33566 Dear Mr. Kramp: We have calculated the storm water retention for Lot 1, ARBOR RIDGE. of Dr. are M. K the plan of Revision ure office #5, as supplied by you. STORM WATER RETENTION Design storm = "25 year ", 1 hour duration (3.6 " /hr.) Lot area = 10588.88 square feet Impervious area = 6175.5 (building and parking lot) Post development runoff "C" _ (6175.5 x •910588.88 38 x .2) .61 "Weighted C" = .61 - .2 - .41 Additional runoff = 10588.88 x x .41 = 1302.4 cubic feet Therefore, the retention required is 1302.4 cubic feet. f C. D DE L Florida Surveyor's Reg'n. No. 827 Florida Engineer's Reg'n. No. 3896 MAYN�► "- V, S s f Af I. !J O O t ra"--*---"--- a (""*‘::; � s- . 24' i 18' �' ° � c PA4E4 ilT io i(31 tn 111.3> , i0“6 ' ,t - . :.‘*" A ''' '' . ' .1■P .." ...* Z "Ifil C . ) .41 f.7''' ' ' 1 i 1 . 4e ._,. s..37 • 7 ' 0 w f . i 11,3 = , • Jo,- i I iz- 06 tit I 3 '''.--'---- -- - - -- --- ' .. . , , - _ 1: ,,,, ---,,,, ---,_ -- , . `► - - . [ i _.. i ©6. .24' \ A A ........ .... T ' - ),,, 0 ,F"-- a ft (fl g q r . j i —4 s g/ 0 1 3 7 6 trn 9 fli -t-} e k , r 4 11 Z .4 i g v 6i• 0 O t (A 33 -I 0 •-- 11 % G V fl s r V•■ ?M It 4yA 9 f r 1 C Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.