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 Pagleview Regional Drainage Q9annel
• Flnal Design - Modifv Eaalevi P nd saillway,~lum over Ji3 DY h 88 fs 100 Yr rt rm XP-SWMM RUN g v3-I00 xD
I=-a.e__s_- Roble E4 _= Contluit Connectivity------iizl
. Input Conduit Upstream Downstream Upstream Downstream
~~ Numb ei Name Node Node Elevation Elevation
• I 1 6`6 Outfall 9_ Pit 0+31 RR bri tlge 4669.0000
2 Larson Up $31] Epple 221 Drop 4706 .9600
• 3 B CBC 8/CBC up 8/CBC do 9692 ."1500
9 Pond Inlet CBC Drop2 Pond 321 4689 .9500
•
~ 5 Bunn 1 Bn 21+26 Bn17+50 9fi82 .2520
~
~- 6 $3-3 PontlFill Weir 4686 .4380
~ 7 $3-2 $3-177 PondFill 4686 .4400
8 18"Fill Pond Fill Pond 321 4687 .8000
9 Cnan F-Pit F CBC 0+91 Pit 0+31 4670 .7600
10 Larson On 221 Drop a/CBC up 4695 .9000
11 CBC Apron B/CBC do CBC Dr opl 4690 .9400
12 CBC Rock CBC Dropl CBC Drop2 9690 .0000
13 i3 FCB $3 FCS Up i3FCS Dn 4686 .4000
• 14 F CBC F CBC 1+81 F CBC 0+91 46"!1 .0600
15 $3-6 $3 FC5 Dn Y3-1"16 4fi86 . 3000
~' 16 Buan 2 Bn17+50 en 19+00 4678 .8000
- 17 Bunn 3 en14+00 Hn7+50 4615 .6000
18 Bunn 4 Bn7+50 F CBC 1+81 4693 .0000
• 19 PS pill l-a Bn29+03 Bn23+75 4699 .0000
20 PndSpi 112 Bn23+23 Bn 21+26 4691 .3000
• 21 $3-4 Weis $3FCS Up 9686 .4100
) 22 t3 Spill Spi1123+41 Bn 21+26 4689 .7500
~ 23 PBpill l-b Bn23+75 Bn23+50 4693 .0600
1 24 PSpi111-c Bn23+50 Bn23+23 4692 .2140
A 25 $3-7 $3-176 $3-175 9685 .9700
1 26 $3-H $3-175 $3-770 4685 .8200

J-nction
Storage
I Data
1
.
~ z
=_9is=__-
* S60'S=-====
*
' MAXIMUM OR PEAK OR
~' + STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME
/ NUMBER OR NAME TYPE AREA (FT2) (CUBIC FEET)
Pit 0+31 Stage/Area 1.581228E+06 9.116579E+06
Pond 321 Stage/Area 290440.1040 1.660919E+06
I
1
~{
1
1
4668.5000 No Design
969].9000 No Design
9692.4400 No Design
9689.7300 No Design
9681.5000 No Design
4686.9100 No Design
4686.4380 No Desiqn
4687.4000 No Design
9670.5600 No Design
4699.9500 No Desiqn
9690.8900 No Design
4689.9500 No Design
4686.3000 No Design
4670.7600 No Desiqn
4685.9700 No Design
9670.1000 No Design
4fi73.0000 No Design
46"11.0600 No Design
4693.0600 No Design
4602.2500 No Design
968fi.9000 No Design
9682.2500 No Design
4692.2140 No Design
4691.3000 No Design
9685.8200 No Design
4683.9700 No Desiqn
CROWN DEPTH
ELEVATION STARTS
(FT) FROM
4675.5600 Node Invert
4698.0000 Node Invert
I Variable stocage tlata for node IPlt 0+31
* L _=
3 -+
Da to Elevation Depth Area Volume Area Volume
Point Et ft ft^2 ft^3
v acres
' ac-f[
c
al 4669'0000 0.0000 1457517 1600 0 0000 33.4600 0.0000
2 4670.0000 1.0000 1978731 .320 1.968112E+06 33.9970 33.7032
3 9675.0000 6.0000 1581228 .000 9.116579E+06 36.3000 209.2879

I Vari able storage tla to for node IPOn d 321
+
9
*
5
Da to Elevation 0epth Area Volume Area Volume
Point ft ft ft^2 ft^3 acres
~ ac-ft
vial 9687 9000 0.0000 392211 4290 9590 0000 - 0 9004 0 0000
2 4688.0000 0.6000 43089. 5520 24684.1988 0.9892 0.5661
3 9689.0000 1.6000 96038. 5690 69240.1233 1.0569 1.5895
4 4690.0000 2.6000 79579. 7690 131289.1727 1.8269 3.0140
5 4691.0000 3.6000 121475. 7720 231081.3916 2.7887 5.3049
6 4692.0000 4.6000 175594. 7160 370788.0582 4.0311 8.6950
7 4693.0000 5.6000 199621. 7240 563819.7343 9.9679 12.9439
B 4699.0000 6.6000 202199. 5360 762185.9770 4.6906 17.4974
9 9695.0000 7.6000 215129. 7720 970789.4987 4.9387 22.2863
10 4696.0000 @.6000 223985. 5200 1.190332E+06 5.1420 27.3263
11 4697.0000 9.6000 239922. 9960 1.419516E+06 5.3816 32.5076
12 9698.0000 10.6000 298990. 1040 1.660914E+06 5.7039 30.1293
Model "gev3-IOO.xp" Poge 12 of 38