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 Channel
Fi3x91 Design - Madifv Eogleview Pond soillww flume over fd3 Ditch. 88cfs 100 yr storm XP-SWMM RUN gev3-100.xD
• '
• ~ Bn24+03( 4.33 / 4694.33 Bn23+501 0.53 { 4fi 92.]5 Bn23+75/ 0.42 / 4693.48
• #3-175/ 2.95 / 9680.]] A 3-170/ 2.95 / 9606.92
' Conduit/ FLOW =__> """ Conduit uses the normal flow option.
. Outfall/ 80.06 Larson Up/ 61.98 H CBC/ 62. 03 Pontl Inlet! 62 ,13
~ Hunn 1/ 69.36 d3-3/ 88.00 $3-2/ BB. 00 18"Fill/ 0 .00
• Chan F-Pit/ 64.63 Larson Dn/ 62.03 CBC Apron/ 62. 01 cBC Rock/ 62 .09
d3FCS/ 06.66 F cBC/ 69.62 $3-6/ 86. 66 Bunn 2/ 64 .42
Bunn 3/ 64.47* Bunn 4/ 64.57 PSpilll-a/ 62. 92 Pn d5 pi112/ 62 .93'
• ) d3-4/ 86.66 $3 Spill/ 1.34+ PSpilll-b/ 62. 92 PSpilll-c/ 62 .93
#3-7/ 06.66 i3-8/ 86.66 PondWeir/ 62. 92 $3 Weix/ i . 34
•
) FRE£ # 1{ 80.06 FREE A 2/ 86.66
•'~ ___> System inflows (file) at 8.33 hours ( Junction / Inf low" cf s)

1 F CBC 1+e1/ 0.00E+00
•
1 Cycle 6000 Time B Hrs - 20.00 Min
• Junction /
Pit 0+31/ Depth / Elevation
2.22 / 4671.22 =__> "*" Junction is Surcharged.
RA bridge/ 1.10 / 4669.60
p317 Epple/
1.38 / 9708
.34
e/CBC up/ 1.86 / 9654 .61 B/CBC dn/ 3 .69 / 4694.50 Pontl 321/ 7.18 / 9694 .58
Weir/ 3.-01 1 4689 .02 Pond£ill7 3 .38 / 4689.82 93-17]/ 3.42 / 9689 .86
Bn 21+26/ 1.30 / 9603 .55 F CBC 1+e1/ 0 .70 / 4671.]6 221 Drop/ 1.23 / 469] .13
CBC Dropl/ .9.58 / 9694. 50 CBC Drop2/ 4 .63 / 4699.58 Outlet Box/ 0.00 / 9687 .36
• $3FCS Up/ 3.41 / 4689. 81 $3 FCS Dn/ 2 .75 / 4609.05 F CBC 0+91/ 0.01 / 4671. 57
#3-176/ 3.06 / 4689 .03 Bnl]+50/ 1 .29 / 4680.09 Bn14+00/ 0.96 / 9676 .56
• '
) Bn]+50/ 1.15 / 4674. 15 Bn23+23/ 0 .50 / 9691.88 Spi1123+91/ 0.06 / 4689 .01
_
' Bn24+03/ 4.33 / 4699. 33 Bn23+50/ 0 .53 / 4692.74 Bn23+75/ 0.92 / 4693. 98
• d3-175/ 2.95 / 4608. ]] $3-1]0/ 2 .95 / 4686.92
• Con tlui[/ ELOW x==> ""^ Conduit uses t he normal flow option.
/ Outfall/ 78.35 Larson Up/ 60. 93 B cBC/ 60.97 Pontl Inlet/ 61.06
Hunn 1! 63.24 #3-3{ 88 .00 d3-27 88.00 18"Fill! 0.00
• ~ Chan F-Pit/ 63.49 Larson Dn/ 60 .97 CBC Apron/ 60.99 CBC Rock/ 60.95
#3FC5/ 86.66 F cBC/ 63 .48 $3-6/ 86.66 Bunn 2/ 63.30
• ~ Bunn 3/ 63. 35* Bunn 9/ 63. 93 PSpilll-a/ 61.81 PndSpi 112/ 61.82*
- $3-4/ 86.66 #3 Spill/ 1 .34 • PSpilll-b/ 61.81 PSpilll-c/ 61.82
• $3-7/ 86.66 A3-8/ 86 .66 PondWeir/ fi1.81 $3 Weir/ 1.39
FREE $ 1/ ]8.35 FREE $ 2/ 86. 66
___> System inflows (file) at 9 .03 hours ( Junct ion / Inf low" cf s)
F C BC 1+01/ 0.00E+00
Cycle 6500 Time 9 Hrs - 1.fi7 Min
4 Junction / Depth /Elevation =__> "*" Junctio n is Su rcharged.
Pif 0+31/ 2.20 / 4671. 20 RR britlge/ 1 .09 / 4669.59 d31] Epple/ 1.37 / 4]08. 33
} B/CBC up/ 1.85 / 4699. 60 B/CBC dn/ 3 .63 / 4699.5] Bond 321/ 7. 1J / 9699. 57
Weir/ 3.41 / 4689. 82 PondE'i 11/ 3 .38 / 9609. H2 #3-177/ 3.42 / 4689. 86
en 21+26j 1.29 { 4683. 54 F CBC 1+011 0 .69 ( 4611.75 221 Drop? 1.22 1 969]. 12
CBC Dropl/ 9.57 / 4699. 57 CBC Drop2/ 9 .62 / 4699.57 Outlet eox/ 0.00 / 4687. 36
d3 FC5 Up/ 3.41 / 4689. 81 #3FC5 Dn/ 2. 75 / 9689.05 F CBC 0+91/ 0.80 / 4671. 56
$3-176/ 3.06 / 9689. 03 Bn17+50/ 1. 28 / 4680.08 Bn14+00/ 0.95 / 46]6. 55
-~ Bn]+50/ 1.19 / 4679. 19 Bn23+23! 0 .57 / 9691.87 Spi1123+41/ 0.06 / 4689. 81
~ Bn24+03/ 4.33 / 4699. 33 Bn23+50/ 0 .52 / 4692.]3 Bn23+75/ 0.91 / 4693. 4]
/3-175/ 2.95 / 9688. 77 d3-170/ 2. 95 / 4686.92
Conduit/ FLOW =~_> "*" Contluit uses th e normal flow option.
Outfall/ 76.]2 Larson Up/ 59. 8] B cBC/ 59.92 Pontl Inlet/ 60.02
1 Bunn 1/ 62.18 d3-3/ BB. 00 #3-2/ 88.00 18"Fill/ 0.00
Chan F-Pit{ 62.42 Larson Dnl 59. 91 cHC Apron/ 59.93 cBC Rock/ 59.91
~ d3FCS/ 86.66 F cBC/ 62. 41 #3-6/ 86.66 Bunn 2/ 62.23
Bunn 3/ 62.28* Bunn 4/ 62. 36 PSpilll-a/ 60.]4 PndSpi 112/ 60.75"
#3-4/ 86.66 A3 Spill/ 1. 34* PSpilll-b/ 60.]4 PSpilll-c/ 60.75
d3-7/ 86.66 d3-8/ 86. 66 PondWeir/ 60.]9 d3 Weir/ 1..34
;_~ FREE # 1/ 76.72 FREE d 2/ 86. 66
___> System inflows Sf ile) ai 9 .72 hours ( Juncti on 1 Infl ows cf s)
F C BC 1+01/ 0.00E+00
Cycle ]000 Time 9 Hrs - 93.33 Min
Junction / Depth / Elevation =__> ^*" Junction is Su rcharged.
~~ Pit 0+31/ 2.18 / 96]1. 18 RR bridge/ _ 1. 07 / 9669.57 $37J Epple/ 1.36 / 4]08. 32
) B/CBC up/ 1.89 / 4699. 59 B/CBC dn/ 3. 62 / 4694.56 Pontl 327/ 7.16 / 4694. 56
Weir/ 3.91 / 4689. 82 PondFill/ 3. 38 / 9609.82 $3-177/ 3.42 / q6B 9. 86
_) en 21+26/ 1.28 / 9683. 53 F CBC 1+81/ 0. 68 / 9671.]4 221 Oiop/ 1.21 / 469]. 11
' Model °gev3-]OO.xp" Page 22 of 38