2003-10-14_REVISION - M1992069 ‎(3)‎

• Permit No: M1992069
• IBM Index Class Name: Revision
• Doc Date: 10/14/2003
• Doc Name: Design Report
• From: Applegate
• To: DMG
• Type & Sequence: TR5
• Media Type: D
• Archive: No

North Eogkview Reg'uttw! Drainage GNonnel
Final Duian -Modify Eaaleview Pond soilhray flume over #3 Ditch. 88cfs 100 yr storm XP-SWMM RUN gev3-100 xa
! $ $ $ $ $ 4 $ A ! 4 t $ $ A $ $ $ $ $ $ A ! $ 4 $ $ $ $ # $ $ $ Y $ $ $ $ $ $
___> System inflows (file) at 1.39 hours ( Junction / Inflow, cfs)
F CBC 1+e1/ 3.63E+01
Cycle 1000 Time 1 Hts - 23.33 Min
Junction / Depth / Elevation =__> Junction is Sutcha rg ed.
Pit 0+31/ 0.55 / 4669.55 RR bridge/ 015 / 9668.65 #317 Epp ie/ 4.39 / 4711.35
R(C EC up/ 4.86 ( 469],61 B/CBC dn/ 6.09'/ 4696.98 Pond 321/ 9,55 / 4696.95
Weir/ 4.04 / 4690.95 Pond Fi ll/ 4.03 / 4690.46 t3-177/ 4.10 / 9690.59
En 21+26/ 4.34'/ 4686.59 F CBC H01/ 9.37*/ 96]5.43 221 Dxop/ 3.79 / 4699.69
CRC Dtopl/ 6. 9EN 9696.90 CRC Drop2/ ]. 02*/ 4696.97 Outlet Box/ 0.00 / 4687.36
A3FC$ Up/ 9.05 / 9650.45 /3FCS Dn/ 3.00 / 9689.30 F CBC 0491/ 3.07 / 4673.83
A3-1]6/ 3.31 / 4609.28 Bn17+50/ 9.23 / 9603.03 en19+00/ 3.70 / 9679.30
en]+50/ 3.06 / 4676.06 Rn23+23/ 2.67 / 9693.9] Spi1123+41/ 0.65 / 4690.40
On24+03/ 5.98 / 9fi 95.98 Rn23+50/ 2.02 / 4695.03 En23+75/ 2.50 / 9695.56
$3-175/ 3.13 / 4688.95 $3-170/ 3.13 / 4607.10
Conduit/ FLOW =__> ^'^ Conduit uses Che normal flow option.
Outfall/ 3.99 Larson Up/ 690.64 R CRC/ 647.97 Pond Inlet/ 645.15
Bunn 1/ ]55.90 i3-3/ 1]7.99 $3-2/ 176.63 10"Fill/ 0.00
Cnan F-Pit/ ]53.76 Larson Dn/ 645.]0 CRC Apron/ 647.96 CBC Rock/ 697.83
t 3FC$/ 113.60 F CRC/ 755.26 A3-6/ 112.99 Bunn 2/ ]47.82
Bunn 3/ 742.95 Bunn 4/ 72].18 PSpilll-a/ 698.15 Pn dspi112/ 697.74*
$3-4/ 113.59 #3 Spill/ 65.11* PSpilll-b/ 698.02 PSpilll-c/ 697.94
#3-7/ 110.49 83-8/ 96.92 PondWeir/ 698.32 #3 weir/ 69.fifi
FREE $ 1/ 3.99 FREE $ 2/ 96.92
8 t# A A A t t N R t t A$# A B t# t t# 9# k$# t A 9 A Y t R A A# d/ A
___> System inflows (data group K3) at 1.92 hours ( Junction / InElow,cfs 1
1317 Epple/ 4.80E+02 Pond 321 / 5.08E+01 #3-177 / 1.66E+02
$ t t$ t R R i# t R$ i## i i$# i t$%%##/ 9 i$$ t t A% R#% A A
$ A t# p$$/ A Y$ A# t###% t A A A Y Y t### t%# A A A% N A# A#
--_> System inflows (tlata group K3) at 1.50 hours ( Junction / Inflow,cfs 1
A 317 Epple/ 9.35E+02 Pond 321 / 4.03E+01 $3-17] / 1.60E+02
A A t$$% A$ 8 Y A t%% t R$%# A A$$## i Y 8 t$ A N% 8 Y R@ t A#
$ 9 f 8 i$$ A$ 8$ i$ t A%# A 8$ A t A N Y i%$ A$#% A$ A t$ A N%
___> System inflows (data group K3) at 1.58 hours ( Junction / Inflow cfs )
$317 Epple/ 3.91E+02 Pond 321 / 3.46E+01 $3-177 / 1.53E+02
$ t i$ A R t i Y N A# A%$ i tl Y# A A$%$ Y# A%## t A# tl## Y% N#
# X A t 8# R A A t# A## Y#$ A$ R R A% i A 8# R##% A A R%# A i#%
___> System inflows (tlata group K3) at 1.67 hours ( Junction / Inflow cfs )
$317 Epple/ 3.73E+02 Pond 321 / 3.30E+01 %3-177 / 1.50E+02
i t R A# A$$ R$# A N R A%$ A Y$ R A A i i$## A t$$ R R Y N 9%$$
R A A$$ A t t%$ A A i# R tl A R R A#$ A## R i t$$$ t#%$ i$$ t i
___> System inflows (data group K3) at 1.70 hours ( Junction / Inflow, cfs 1
1317 Epple/ 3.46E+02 Pond 321 / 3.06E+01 A3-177 / 1.47E+02
8 t t$% i 8 A t t#% t# i t t$$ t t$$$$$ t A R% t t Y#$ Y i$ t R
f t$ A$ t t A tl t 8 A$ Y t$$ A$ R i t d i f t N t A% S$ A t N N i N Y#
___> System inflows (data group K3) at 1.75 hours ( Junction / Inflow cfs )
$317 Epple/ 3.23E+02 Pontl 321 / 2.84E+01 i3-177 / 1.92E+02
t t 8 A t A i N$ A i 8$$ A#!# 8 t# A A 8 1 t## i i#$ A A# t R i%#
8 A A$ Y! A A% R A# Y 4 R A t# R A A# R#!$ 8 t A A Y Y 9% 0#$ t tl t
°-> System inflows (data group K3) at 1.03 hours ( Junction / Inflow, cfs )
$3ll Epple/ 3.00E+02 Pond 321 / 2.71E+01 Y3-ll7 / 1.37E+02
Y t tl$ A$$ A A N$ Y A# N t t# R t Y$$ R$ R A$$ A i t N 8 A i$ R R#
t t i f Y N A R 8 t t A Y i t$# A i A t 8 t##$ t t 8 8 A 9 t A# f Y A 8 A
___> System inflows (data group K3) at 1.92 hours ( Junction / Inflow, cfs )
#317 Epple/ 2.76E+02 Pond 321 / 2.61E+OS i3-177 / 1.32E+02
i A 4 f$ f i$ A A# i$## R i# t t A# A N$# 8 8## A A Y#$ t t# t t
$ A t i A t Y##! t t# i i N# A t R A i$ A A i R%%# A#! A# t/###
_-_> System inflows (data group K3) at 2.00 hours ( Junction / In Elow,cfs 1
$317 Epple/ 2.56E+02 Pond 321 / 2.09E+01 #3-177 / 1.29E+02
tl t $ i $ t # $ t $ # A $ $ % t R # # t i N # $ R $ i Y $ / Y A # # R $ # A / /
__-> System inflows (file) at 2.08 hours ( Junction / Inflow, cfs)
F CHC 1+H 11 8.05E+00
t t i Y Y f i N Y# t# Y R A# i A Y t A i A Y Y$ A# i t## A# A t e t%%
___> System inflows (data group K3) at 2.0E hours ( Junction / Inflow cfs 1
Model "gev3-IOO.xp° Page f7 of 38