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 Eagkview Regional Drainage Chminel
Fmol Oesian - Madifv Eaal P rd so'11wav flum over #3 Dit h 88cf 100 yr sFOrm XP-SWMM RUN o 3-100 xp
A317 Epp le/ 2.35E+02 Pontl 321 / 1.34E+O1 A3-177 / 1.27E+02
9 Y A$$$ f A#$ 4$ Y 9 9%$$ Y/ f Y% 9%$$$ 9 f 9 4$$%$ i$ f f
Cycle 1500 Time 2 Nis - 5.00 Min
Junction / Depth / Elevation =__> "*" Junction is Surcharged.
Pit 0+31/ 1.57 / 4670.57 RR bridge/ 0.68 / 9669.18 #317 Epple/ 3.05 / 4710.01
e/CBC up/ 3.62 / 4696.37 a/CBC dn/ 5.23 / 9696.17 Pond 321/ 8.77 / 9696.17
Weir/ 3.79 / 4690.20 Pond Fill/ 3.77 / 4690.21 $3-177/ 3.02 / 4690.26
Bn 21+2fi/ 3.43 / 4685.68 F CBC 1+01/ 3.44 / 4679.50 221 Dmp/ 2.65 / 9690.55
CBC Dropl/ 6.17 / 4696.17 CBC Drop2/ 6.22*/ 4696.17 Outlet Box/ 0.00 / 4687.36
$3£CS Up/ 3.80 / 4690.20 Y3FC5 Dn/ 3.02 / 4fi89.32 F CBC 0+91/ 2.55 / 4673.31
#3-176/ 3.39 / 9609.31 Bn17+50/ .3.42 / 4682.22 en14+00/ 3.03 / 4678.63
Bn7+50/ 3.21 /. 9676.21 Bn23+23/ 2.00 / 9693.30 Spi1123+91/ 0.42 / 4690.17
Bn24+03/ 5.36 / 9695.36 Bn23+50/ 2.05 / 4694.27 Bn23+75/ 1.76 / 4694.82
A3-175/ 3.23 / 9689.05 A3-170/ 3.23 / 4687.20 ,
Contluit/ FLOW =__> "*" Contluit uses the normal flow option.
Outfall/ 36.20 Larson Up/ 295.99 B CBC/ 301.49 pond Inlet/ 314.80
Bunn 1/ 987.55 R3-3/ 131.37 %3-2/ 130.31 18"Fill/ 0.00
Chan F-Pit/ 537.D9 Larson Dn/ 298.15 CBC Apron/ 301.89 CBC Rock/ 302.26
#3FCS/ 100.53 F CBC/ 535.18 t3-6/ 100.71 Bunn 2/ 995.20
Bunn 3/ 502. 39* Bunn 4/ 516.89* PSpilll-a/ 999.79 PndSpi112/ 496.19*
Y3-9/ 100.46 A3 Spi11/ 31. 56* PSpilll-b/ 945.23 PSpilll-c/ 495.51
A3-7/ 101.36 A3-8/ 103.97 PondWeir/ 494.16 #3 Weid 31.15
FREE / 1/ 3fi.20 FREE # 2/ 103.97
f % f % % $ 9 % % # % 9 % % % $ $ 9 # # % t % 9 $ # $ % % $ % Y % # # % # $ # #
___> System lnf lows (data group Kai at 2.17 hours ( Junction / Inflow,cfs i
#37J Epple/ 2.14E+02 Pond 321 / 8.10E+00 #3-179 / 1.29E+02
% # 8 8 # A / A A % A % # # # A # A % % # # A # # Y Y # # A # % # A % % % # % #
## A A A A A Y A%# A 9%!# Y A#%% R A#! 8 Y# 8#%! Y Y A 8 9!##
___> System inflows (data group K3( at 2.25 hours ( Junction / Inflow, cfs i
#317 Epple/ 1.58E+02 Pond 321 / 5.45E+00 A3-177 / 1.16E402
# Y # A % A t 1 # 8 % 9 N 8 # # Y # % % % % # # 8 # % Y % Y % A # # A 8 / # Y %
A Y#/ f Y# A# A%%%# N f$## A t Y%% 9 8 A$ Y# 8 A 8 A# 9 9/ Y#
___> System inflows (data group K3) at 2.50 hours ( Junction / Inflow, efs )
M317 Epple/ 1.35E+02 Pond 321 / 2.73E+00 t3-177 / 1.08E+02
% # A % A 8 # # 9 # A A Y % # A # Y # % # A 9 % # t % # # A A t # % # # A % 8 e
Y % A A # A A % # # # A # Y # # # 9 # # # R # # # % # % 9 # # f # ! # % # % # #
___> System inflows (data group Kai at 2.75 hours ( Junction / Inflow,efs )
%317 Epple/ 1.14E+02 Pond 321 / 0.00E+00 #3-177 / 1.00E+02
R A A # # # Y A A Y $ # A t 9 % # A Y # # $ # # # % # # % # # t # # $ # f A % #
___> System inflows (file) at 2.78 hours ( Junction / Inflow, cfs)
F CBC 1+81/ 0.00E+00
cycle 2000 Time 2 xrs - 46.67 Min
Junction / Depth / Elevation °_> "*" Junction is Surcharged.
Pit 0+31/ 2.06 / 9671.06 RR bridge/ 1.00 / 9669.50 %317 Epple/ 2.20 / 4709.16
B/CBC up/ 2.73 / 4695.48 R/CBC dn/ 4.45 / 9695.39 -Pond 321/ 7.99 / 4695.39
Weir/ 3.63 / 4690.09 Pond Fill/ 3.61 / 4690.05 A3-177/ 3.65 / 9690.09
en 21426( 2.53 / 4684.78 F CRC 1+81/ 2.20 / d673.26 221 Drcp/ 1.96 / 4697.86
CBC Dropl/ 5.39 / 9695.39 CRC Drop2/ 5.44 / 4695.39 Outlet Box/ 0.00 / 9687.36
%3FCS Up/ 3.64 / 9690.04 #3FCS Dn/ 2.92 / 4609.22 F cBC 0+91/ 1.79 / 4672.55
83-176/ 3.23 / 4689.20 Bn17+50/ 2.53 / 9601.33 Bn14+00/ 2.19 / 9677.79
Bn7+50/ 2.29 / 4675.29 Bn23+23/ 1.32 / 4692.62 Spi1123+41/ 0.27 / 4690.02
Hn24+03/ 9.81 / 4699.81 Bn23+50/ 1.30 / 4693.51 Bn23+75/ 1.07 / 9694.13
Y3-175/ 3.13 ! 9688.95 #3-170/ 3.13 / 9687.10
Contluit/ FLOW =__> """ Conduit uses the normal flow option. '
Outfa ll/ 66. 06 Larson Up/ 152. 91 B CHC/ 155. 20 Pontl Inlet/ 164 .31
Bunn 1/ 254. 00 A3-3/ 108. 96 A3-2/ 107. 99 18 ^Fill/ 0 .00
Chan F-Pit/ 2]9. 97 Larson Dn/ 155. 01 CBC Apron/ 155. 47 CHC Rock/ 155 .77
93FC$/ 99. 37 F CHC/ 278. 68 %3-6/ 94. 57 Bunn 2/ 259 .24
Bunn 3/ 263. 91* Bunn 4/ 272. 78 PSpilll-a/ 230. 97 Pn tlS pi 112/ 231 . 92*
%3-9/ 94. 30 t3 Spill/ 15. 2Y PSpilll-D/ 231. 26 PSpilll-c/ 231 .96
A3-7/ 95. 25 #3-8/ 97. 40 PontlWeir/ 230. 60 A3 Wei [/ 19 .90
FREE t 1/ 66. 06 FREE % 2/ 97. 90
A t #/ A R 8 8 A# A t 9 ## ## t # R A 8 Y% $# 8 ## Y A# #%% 8## 9 Y
___> System inflows (data grou p K3) at 3.00 hours ( Junction / Inflow, cfs )
A317 Ep ple/ 9.60E+01 Pond 321 / 0. 00E+00 83-177 / 9.65E+01
Y$ N t 8 9 8 8$ A f 8% %$ 8## A 8 f 8 8 A A 6# # 9 f 8 8 t A 8! t f% 8
Model "gev3-100.xp" Page IB of 38