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I~ I I I I I I I I I I I I I I I I I I I r-! ~ .' LO T- N t: 0> L() ~ ~ V l{) (0 T- T- O 0 0 0 l{) l{) LO L() LO L() CO CO CO CO CO 00 0 0 0 0 0 c:i 0> 0> 0> 0> 0> 0') 0> 0> 0> 0> 0> 0') cO cO cO <Q cO cO 0 0 0 0 0 ~ Lri Lri Lri Lri Lri L() T- N l"- N 0 T- N N 0 T- T- T- O 0 0 c:i 0 c:i T- N ("') V l{) CO +-J ~ o 0- (l) ex: +-J (l) r-- C ~ ~ o ~ CO ~ -0 >, ::c I I INLET - CALCULATIONS ,'oject Number: roject Name: . alculations by: w04.0266 Stake In Shake jolb 5/24/04 Company: Weihe Engineers Inc. I fet Capacity Neenah R-3286-8v II 0 0 (Single) 0.1 0.459163 0.2 1.298708 0.3 1.84609 II .Iine 'South Outlot' .1 I ~asin -..... Descriptior Q= . Sx T S S n Depth Inlet # Drain Area Inlet Cap Remarks .. Minimum FtlFt Feet FtlFt FtlFt inch cfs Single Req'd .1 Q=CIA .~ .. 1 Inlet 0 0 0 0 0 0.016 0.194 R-3286-8v 1.25 Single .1 2 Inlet 0 0 0 0 0 0.016 0.21 R-3286-8v 1.31 Single II 3 Inlet 0 0 0 0 0 0.016 0.115 R-3286-8v 0.42 Single 4 Inlet 0 0 0 0 0 0.016 o 0.13 R-3286-8v 0.71 Single 5 -:- Inlet 0 0 0 0 0 0.016 0.115 R-3286-8v 0.59 Single II 6 Jnlet 0 0 0 0, 0 0.016 0.122 R-3286-8v 0.65 Single II II .. .1 .. II ii I. .. II .........:: .. .. III I I I I I 1 I I I I 1 I 1 I I I I I I I I CASTING CAPACITIES I I I I Project Number: w04.0266 5/24/04 Project Name: Stake In Shake Calculations by: jo'b I Company: Weihe Engineers Inc. Neenah R-3286-v Casting Area = 0.7 Sq .F t. , Casting Weir = 4.4 Ft. Orifice Flow Q= ca(2gh)^1/2 where: C= 0.6 Height Q 0 0 0.1 1.065841 0.2 1.507326 0.3 1 .84609 0.4 2.131681 0.5 2.383292 0.6 2.610765 0.7 2.819949 0.8 3.014652 0.9 3.197522 1 3.370484 Weir Flow Q= CLH^3/2 where: c= 3.3 Height Q 0 0 0.1 0.459163 0.2 1.298708 -- 0.3 2.385879 0.4 3.673302 0.5 5.133595 0.6 6.748286 0.7 8.503813 0.8 10.38967 I 0.9, 12.39739 J 1 14.52 I I I I I I I I I I I I I I I 1 I I I Less Restrictive Summary Height Orifice Weir Capacity Capacity 0 0 0 0 0 0.1 1.065841 0.459163 1.525003 0.459163 0.2 1 .507326 1 .298708 2.806034 1.298708 0.3 1.84609 2.385879 4.231969 1.84609 0.4 2.131681 3.673302 5.804983 2. 1 31 681 0.5 2.383292 5.133595 7.516887 2.383292 0.6 2.610765 6.748286 9-.359052 2.610765 0.7 2.819949 8.503813 11 .32376 2.819949 0.8 3.014652 10.38967 13.40432 3.014652 0.9 3.197522 12~39739 15.59491 3.197522 1 3.370484 14.52 17.89048 3.370484 I 1 I I I I I ,INE A ZONE X (,. . LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD 86003' 45 II 39056' 1511 ZONE A ZONE AE ZONEAH ZONE AO ZONE A99 ZONE V ZONE VE No base flood elevations determined. . Base flood elevations determined. Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. Flood depths of 1 to ,3 feet (usually sheet flow on sloping terrain); average depths ~ determined. For areas of alluvial fan flooding, velocities also determined. ' To be protected from 100-year flood by Federal flood protection system under con- struction; no' base flood elevations deter- mined. Coastal flood with velocity hazard (wave action); no base flood elevations det~rmined. Coastal flood with velocity hazard (wave action); base flood elevations determined~ FLOODWAY AREAS IN ZONE AE ZONE X OTHER FLOOD AREAS OTHER AREAS ZONE X ZONE D Areas of SOO-year flood; areas of 100-year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100-year flood. Areas determined to be outside SOO-year floodplain. Areas in which flood hazards are undeter- mined, but possible. UNDEVELOPED COASTAL BARRIERS* HIGHGATE CIR ~ Identified 1983 CEDAR COVE LN t,,":,,~ Identified 1990 or Later ~~~~. Otherwise Protected. Areas Identified' 1991 or Later I ~ I 0 (l) 0..0 C\$ ~ I I I I 1 I I (l) .w Or-l Ol U ~ = 0 ~ 0 00'" I Ol 0 (l) ;j 0 .en i .w 0 0 i rO 0 ~ / .w oooo~ (3 tI) .ooo~ ] o::ttLnOO~ CO .~ C,) I o::ttOLnO~ (l) ~ .. .. .. .. .. ~ p. ~---- (l) n1 o Ol s:: 01 01 .s ~ .w ~ -M l--l 4-4 S tn t)~ErOt) 0 n1---- ~ ~s::t)+JO C\$ (l) I '0 OS::4-4 ~ :>-t tn or-l 0 oH aJ ....- ::r: s::.wurOr-i r.I} OM rO Ul...Q N .w ~~~ n1 0 OM ro;jOaJ~ 5 aJQ E 0 0 114 aJ OM r-i N I EEE-ir-i Q 00 $.4 OM ~ OU OE-t ....-.. ~oo oW X ~ tI) n1 ~ ~ U Q) Q) ~~ ~ '-' I Q) ~ 0 ~ 0..0 o::tt .s I ....- N ::;j I 0 0 o::tt -r-l 0 0 0 0 ~ CO -r-l ~ ('f") 0 0 114 o::ttOl~CO .0 ~ ""0 ~ St). . CO . ~ = oW tl)OO~O 0 -r-l ,0 ~ I r-f .. .. .... .. .. E-t n1 ..c::(l)--~- ~ ~ p. r-f s:: t> aJ 0\0 ~ = n1 -r-l OM cO...Q - Pil C\$ $.4 ~~--E~ ~ Q) aJPil tn +Jn1;jH .wOO Or-f s:: aJZU E n1~ ~r-f;jl--l Q Pil I ~~ 'OrnO~aJ C) C\$ :>-t~ E > ~ ..t:1 0)\0 ::r:~~ ~ U ~\O aJ P. or-l ;j H n1N E ;j .wrnr-f U ~ "'0 ,.qo n1 0 OM P:: r-f E tl)o::tt Z ~ :5 n1 Q u 0 C) ~ (l) ~ ~ s:: Q E I -r-l Pil' n1 00 0 ~# ~ 0 u rn 114 ~ O)...Q 0 (l) oW 0 p:: ....- tl)t-:> tlI = ~ I