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HomeMy WebLinkAbout01. permit application SW Business Center7� CD m C7aN— occ o-y v_+v°ommop°� m °D D Vl I O 0 N_ O m 3O• AM (D O =a0 O N 7 O� O r 01° CD CD o< mvCL a�a3v. m N =5 m m mu o W� D.! o W a (O 77 (D . 7_ (7 (D 'O CZ CD rt o N N ci D (D 0 m A m m 0 n m r (n3 ma °� ° O.a m � ° m 0,M �0 N ���� N A O� ro m m dCD :3 ocw %< O.C.'s3 m-Uo� o w3 c c T A W N a c 7 O N N 0 'O CD N y 0 :3 d C .n+ ii 0 5 O ti N D p m .3. N -O d m -o w ,�-. m • N N c O O m a 7' O fn co r ,OU O •N m C 4m O O (D °.0 _.O o 3 Z< a C C G cmc3 o=r mo mN3 =_.3wm.N -o 5m 3 p r a N m 3. m oo mfl;c o° °0mm0 =r m a� c _I O � m n �� m m cm 3 N° � m CD o Ooi aa) o Z 3 x p w uNi � o v Q. 6 w o c• 0'.� w a m=ft>> m° d -° '0 m Cn m W m O� '< w= M (D N ?CD RRMI '6 �. a O= m CO n. N (a O. 7 -Z1 v �'SEEM o N No NmNnO -I >jw m -°Q o � m Z O O-' 'Off�m Mm N O O fir: ciO— O• A 7 m 3 W m N c: 0 m N M. m 7 'O O' w O O 7 C N p < 00 '�m �O O (D�m W m W m O a N 3 3. _. O 7 U) W 7 p 7 -^ O (D W c m V! 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N N m (D a m m m N m 3 ink °oa.�?� m 3 a n_ o s m o w o m (D (n3 F vCl) _ Ei, S m m o m 0 CD c o fn c c o m o °mom �m a ?ovcammcm ° } } \ } 2 / @ \ ƒ / % \ j = s m) 3 y ±)/ t \ z } G ® z ? © e 7 a \ CT\ --A / / 7 / I (Az C. % \ \ \ \ \ } \ � j® 4 \ . # \ \IT � Q } } s } _ \ \ 00 � .� _ ` : \ �\ / » (D _ { 5}\\ \�\ /\\ j/ j(D w \\� - 30 \Jcl 3/ 2 \D mW r. 0 CL \\ 3yƒa =° _- n (D ! } \)/{ \& CD ( CO (®3 3 \ CD 0 { o [CD < w = o «® ° n ®�� ° 2_ }/}J }{\ \}\\ CD \\\ - /}2 [eCL R\ {_} \[\cr \® }} _ \CL cam CL C�= - �/ -- 3a) _ CD [\/ _ / CD - ) &() -{ < CL \�0 CL0 0co \ =;I :* 3, � & \ � EXHIBIT CA Raflonal Formula Drainage Area Calculations - Edelweiss Business Center, Lot . Block 2 30 Q 5� W Z OJ R 200.0 1.0 1,0 30 Q µit W J 0 ft. 1.5 1.0 1.0 2.0 3.0 1,0 1.5 2.5 3.5 1.0 p Z = W (�J ft 355.0 134.0 135.0 136.0 137.0 450.0 355.0 140.0 41.0 450.0 o J = a U' LL ft. 1.0 2.0 2.0 3,0 4.0 4,0 1.0 2.0 3.0 4.0 W ft/s 0.8 2.4 2A 3.0 3.4 1.9 0.8 1.1 1.7 1.9 V min 11.1 0,9 0.9 0.8 0.7 4.0 11.1 5.6 1.4 4.0 W N � min 11.1 5,0 5,0 5.0 5.0 5.0 11.1 5.6 5.0 5.0 "� In/Hr 6.04 8,22 8.22 8.22 8.22 8.22 6,04 7.95 8.22 - 8.22 O cfs 4.6 1,0 2.7 1.5 3.5 6.9 4.6 2.4 2.5 6.9 'n In/Hr 7,4U. 9,9 9,9 9.9 9.9 9.9 7.4 9.5 9.9 9.9 O [412 3.0 8.2 O `-' In/Hr 8.3 11.0 11,0 11.0 1 1.0 11.09.2 8.3 10.6 11.0 11.0 Q c1s 6,4 1A 3.6 2.0 9.2 6.4 3.2 3.4 9.2 N _ InIHr 9.4 12.5 12.5 12.5 12.5 12.5 9.4 12.1 12.5 12.5 tl c(s 7.3 1.6 4.1 2.2 0.4 10.5 7.3 3.7 3.9 10.5 N _ InIHr 10.7 14.1 14.1 14.1 14.1 14.1 10.7 13,7 14.1 14.1 cfs 8.2 1.7 4.6 2.5 1.8 11.8 8,2 4.2 4.3 11.8 0 - In12, 12.0 1 5.8 15.8 15.8 15.8 15.8 12.0 1 5.3 15.8 0 d cfs 9.2 2.0 5.2 2.8 3.2 9.2 13.2Exi - aZ K NO. a uQ ¢ O AC. °W O >>>WWa O W ? 0.4 Q Z N 0.55 F W 7 d 0.9 Fa- O 1 1.92 1.92 0.00 0.00 0.77 2 0.16 0.04 0.00 0.12 0.12 3 0.38 0.03 0.00 0,35 0.33 q 0.22 0.04 0.00 0.18 0.18 2.0 5 0.77 0.53 0.00 0.24 0.43 3.0 1.0 200.0 211.0 100.0 1.0 6 2.09 2.09 0.00 0.00 0.84 0.77 0.30 0.31 0.84 4.7 Ex2 Exi Ex4 1.921.92 0.92 0.77 2.09 1.92 0.77 2.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.9 15.8 13.2 8/3/2004 10000050-dra.xls Exhibit C-1 0 -�iH uu oB omm o' fflJ - Hydrograph 0 � 5 p obo a COMBINED oS o o S o In+Imi a o S opip 2S/dt-Qn < 0 0 2SM1/dt+Qn o o u Pond Elevation PPPP ol 6 > TOTAL PROPOSED Ex3 000000000000000000000---------- 000 0 o$ o o P. obKOR o g oddidpolbokidd Ex4 TOTAL EXISTINGij p F N y �N �,}iru uAiSw u W mNawi3_ 3 Hydropraph D D COMBINED n+In+1 a S S S 2S/dt-On ba SSS 2Sn+lldt+On 1 4n+l a a Pond Elevation 6 > TOTAL PROPOSED ❑ EX3 0 R EM E TOTAL EXISTING r A 0 N .. 3^ Hytlrograph v mjj� w Q � p a w obo iff 0bib ,`d' obbbbo � 5 > b Up,00000000000000000000000000000 COMBINED 1 00000 0 In+In+1 o S o m f m n r A �a b 5 a 0 w jg� Jt�drograph 5 Y D COMBINED ntlMi A m F m 0 r n In -moo N k' u woq 3 Nydrograph �' W N$ u oC101C C C 0 010 0a b oCiC,CCC o 6 Coo OoCnCj� Colp1popop a C CCCPPPP PPE�PNN a6 clip > COMBINED 00000000000000000000000000000000000000000000000 z o ooa0000000000000000000000000000000000000000000000mwmwmwmwmwmmmmm n+In+t ° a $ u 2S/dt-On 0000000000000000000000000000000o Nwmo� mom�na amm�u m�lm o�lmom m PC 2Sn+t/dt+On OCCOOCCnoccc Cos OMt o uwwuuw Pond MRAMElevation v 6 pi� C;CcP paptappC nCIPIPPIP pip pppC�m 11, 0 m`PP4P Z� OP01P Cpapop Cpba pip pip P1 TOTAL N m PROPOSED COCCOCCOCCO EXJ > _ Ex4 nPP lip OTAL o $ o o o EXISTING - aJ Flume Section CALCULATIONS COMPOSITE MANNING'S W = 0.02 AREA (1.5' depth) = 14.03 sq. ft. PERIMETER = 17.46 ft. HYDRAULIC RADIUS = 0.804 ft. SLOPE 0.3% Q= 16 9 (A)_(A 2/3(S.)1/2 Q= 0.020 (4.03)(804)2/3(0.0037>1/2 Q= 49.50 cfs Typical Flume Section and Calcu 1 \ • • • i I . tip e