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 Eogleview Regional Drainage Channel
Final Desion - Modifv Eagleview Pond soillwav flume over iF3 biTCh BBcfs 100 yr storm XP-SWMM RUN gev3-100.xQ
# # # # # i # i # # # # % A # A # R # # # A A # # A # # # # R t # # # % t 9 / 1
___> System inflows (data group K3) at 3.25 hours ( Junction / Inflow,cfs )
#317 Epple/ 8.21E+01 Pond 321 / 0.00E+00 #3-177 / 9.30E+01
t # N # A # # 8 # # # # # # # # N # # # # # # # A # A A # t # / # A A # # # # #
___> System inflows (file) at 3 .97 hours ( Junction / Inflow, cfs)
F CHC 1+81/ 0.00E+00
Cycle 2500 Time 3 Hts - 28.33 Min
i Junction / Depth / Eleva tion °°_> Junc tion is Surcharged.
- Pit 0+31/ 2.25 / 46]1. 25 RR bridge/ 1.12 / 9669.62 R31] Epple/ 1.75 / 4]08 .71
~
, B/CBC up/ 2.28 / 4695. 03 B/CBC dn/ 9.04 / 4699.98 Pond 321/ 7.58 / 4694 .98
Weir/ 3.50 / 4689. 91 PontlFi ll/ 3.97 / 4689.91 #3-177/ 3.50 / 4689 .99
Bn 21+261 1.94 f 4689 .19 F CSC 1+81( 1.49 7 4672.55 221 Drop/ 1.56 ! 4691 .46
' CBC Dropl/ 4.98 / 4699. 90 CHC Drop2/ 5.03 / 9699.98 Outlet Box/ 0.00 / 9687 .36
R3FC$ Up/ 3.50 / 4689. 90 #3FCS Dn/ 2.82 / 4689.12 £ CBC 0+91/ 1.32 / 9672 .08
' R3-176/ 3.13 / 9689. 10 Hnll+50/ 1.94 / 4680.74 Bn19+00/ 1.57 / 4677 .1]
Hn]+50/ 1.73 / 96]4. 73 Bn23+23/ 0.95 / 9692.25 Spi1123+91/ 0.19 / 4689. 89
~ Bn29+03/ 9.55 / 9694. 55 en23+50/ 0.90 / 4693.11 en23+]5/ 0.72 / 4693 .]8
#3-175/ 3.03 / 9688. 85 A3-170/ 3.03 / 468].00
Conduit/ FLOW =__> "*^ Conduit uses the normal flow option.
Outfall/ BD.]2 Larson Up/ 96 .00 H CBCI 97.63 Yontl Inlet/ iD1.93 '
Bunn 1/ 195.63 /3-3/ 94 .43 #3-2/ 93.88 18"Fill/ 0.00
~
~ Chan F-Pit/ 158.42 Larson Dn/ 97. 59 CHC Apron/ 97.76 CBC Rock/ 9].90
,
' #3FCS/ 89.39 F CBC/ 157. ]5 R3-6/ 89.52 Bunn 2/ 198.36
~ Bunn 3/ 150.69* Bunn 4/ 155. 14 PSpilll-a/ 136.09 PndSpill2( 136.56*
A3-4/ 89.35 Y3 Spill/ 5. 93* PSpilll-b/ 136.22 PSpilll-c/ 136.32
#3-]/ 09.98 A3-8/ 91. 48 PontlWeir/ 135.92 R3 Weir/ 5.24
FREE R 1/ 80.]2 FREE A 2/ 91. 48
# A## N A 8# M # R# R N Y A R N #### R A N# A A$$ A A R# A# A A # A
___> System inflows (data group K3) at 3.50 hours i Junction 1 Inflow, c fs )
#317 Epple/ 7.56E +01 Pond 321 / 0. 00E+00 #3-1]7 / 9.22E+01
# R N$ A R$# R # A## A N$ # A R# N## R R N# # A# N$ R%# A N A # A
j %# R# R R R R R R R A R N R# # N R R Y R% N R R# R N R R t### R t R N N
J =_> System inflows (data group K3) at 3. ]5 hours ( Junction / Inf loW,c fs i
1
I -0317 Epple/ ]. 37E +01 Pond 321 / 0. 00E+00 A3-177 / 9.13E+01
R A # N # A # # A # # # N # # # # # # # A A N # # N # # # # # N Y A N # R % # #
N R N# A## N A # N$ R A$# A N R X%# A A# N A # A R$ t# N R 1## # N
-__> System inflows (data group K3) at 9.00 hours ( Junction / Inflow,e fs )

$317 Epple/ 7.16E +01 Pond 321 / 0. 00E+00 #3-1]7 / 9.05E+01
R% i R A R A#% # R% A R R% %% R R%% R# t% R t 8 N t# i N N#% t % R
-°_> System inflows (file) at 4 .17 hours ( Sunct i on / Inflow, cfs)
F CB C 1+81/ 0.00E+00
Cycle 3000 Time 9 Hrs - 10.00 Min
Junction / Depth / elevat ion =__> "*" Junction is Surcharged.
Yit 0+31/ 2.31 J 4611. 31 RR bridge! 1.16 J 4669.66 A31] Epple! 1.54 / -0708. 50
' B/CBC up/ 2.05 / 4694. 80 H/CBC dn/ 3.82 / 4694.]6 Pond 321/ 7.36 / 9699. ]6
Weir/ 3.45 / 4689. 86 PondFill/ 3.93 / 4689.87 - t3-177/ 3.46 / 9689. 90
Bn 21+26/ 1.61 / 9683. 86 F CBC 1+B1/ 1.00 / 9672.06 221 Drop/ 1. 3] / 4697. 27
CHC Dropl/ 9.76 / 4699. 76 CBC Drop2/ 9.81 / 4694.76 outlet eox/ 0.00 / 4687. 36 -
~ #3FCS Up/ 3.46 / 4689. 86 A3FCS Dn/ 2.78 / 4689.08 F CBC 0+91/ 1.05 / 96]1. 81
R3-176/ 3.09 / 4689. 06 Bnll+50/ 1.60 / 4680.40 Bn14+00/ 1.25 / 4676. 85
Hn7+50/ 1.46 / 96]4. 46 en23+23/ 0.75 / 4692.05 Spi1123+41/ 0.10 / 4689. 85
Bn24+03/ 4.43 / 9694. 93 Bn23+50/ 0.69 / 4692.91 Bn23+]5/ 0.55 / 4693. 61
#3-175/ 2.99 / 4680. 01 A3-i70/ 2.99 / 4686.96
Conduit/ FLOW =_ _> "*" Conduit uses th e normal flow option.
Ou [fall/ 85.91 Larson Up/ 75. 02 8 CHC/ ]5.41 Pontl Inlet/ ]7,29
Bunn if 98.08 R3-3/ 91. 08 g3-2/ 90.92 1B"Fill/ 0.00
Chan F-Pit/ 103.87 Larson Dn/ 75. 3] CHC Apron/ 75.49 cBC Rock/ 75.51
' R3FCS/ 88.11 F CBC/ 103. 69 $3-6/ 88.15 Bunn 2/ 99.42
Bunn 3/ 100.56' Bunn 4/ 102. ]] PSpilll-a/ 93.03 PndSpill2/ 93.26'
R3-4/ 88.09 N3 Spill/ 3. 08* PSpilll-b/ 93.09 PSpilll-c/ 93.14
N3-]/ 88.29 R3-8/ BB. ]8 PondWe ir/ 92.96 A3 Weir/ 3.03
FREE 8 1/ 85.91 FREE N 2/ 88. ]8
9$ A A$ f/ R A #### A## # N # A# R# A# R f ## A# 4 R A# A# N A R
f =__> System inflows (data group K3) at 4.25 hours ( Junction / Inf low, cfs I
#317 Epple/ 6.99E +01 Pond 321 / 0. 00E+00 N3-177 / 8.97E+01
Model "gev3-100.xp" P e 19 of 38
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