HomeMy WebLinkAboutDrainage Report
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Drainage Report
PARKWOOD WEST MASTER PLAN
Duke-Weeks Construction Limited Partnership
Indianapolis, Indiana
March 2001
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Drainage Report
PARKWOOD WEST MASTER PLAN
Duke-Weeks Construction Limited Partnership
Indianapolis, Indiana
March 2001
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TABLE OF CONTENTS
DRAINAGE SUMMARY & SITE MAPS................................................................................. SECTION 1
DEVELOPED SITE DRAINAGE PLAN .................................................................................. SECTION 2
STORM SEWER CALCULATIONS........ ................... ............. ..... ..... ................. ......... ........... SECTION 3
WATERSHED MAPS ....... ..................... ................ ........ ......................... ...... ..................... SECTION 4
Woolpert
March 2001
Parkwood West Master Plan
Duke-Weeks Construction Limited Partnership
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DRAINAGE REPORT
Existing Conditions
The existing 36-acre site is located in the southwest quadrant of the intersection of Meridian
Street and Interstate 465 in the City of Carmel, Hamilton County, Indiana. At present, the site is
used for crop production with clusters of trees. Soil types present onsite include Crosby silt
loam, Brookston silt loam, and Miami silt loam. Approximately 22 acres of the overall
development currently drains to the southwest comer of the site. This comer of the site does not
have an adequate outlet, therefore, the storm water will be discharged into the 1-465 side ditch.
The discharge into this ditch will be limited to the lO-year pre-developed runoff rate of the 3.96
acres that are draining there currently. This release rate was dictated by the Hamilton County
Drainage Ordinance. Since we are outleting into the 1-465 drainage ditch, the developed
conditions will also need to meet Indiana Department of Transportation Standards. These
standards require that we control our outflow to the 25-year developed storm condition. Since
we are releasing our 100-year developed conditions at the 10-year pre-developed rate, we are
meeting this requirement. The allowable release rate from the site is 9.41cfs. According to the
FEMA Flood Boundary and Floodway Map, Community Panel 180081 0012 C, the site does not
lie in a floodplain.
Proposed Conditions
The proposed improvements include three multi-story office buildings, two parking garages,
detention pond, underground detention, storm and sanitary sewers, and other associated utilities.
The two outlots and the east parking garage will drain to the proposed detention pond, located on
the north side of the outlots, and then into the underground detention system. The rest of the site
will drain directly into the underground detention system through the storm sewer network. A
13.55" orifice plate will be placed on the outlet pipe from the underground detention system in
order to control the release rate of the entire site. A proposed watershed map for this site can be
found in Section 4 of this report
The pond and underground detention system were analyzed using the SCS Method and the
Advanced Interconnected Channel and Pond Routing (AdlCPR) program version 2.11. The
interconnected pond and underground detention are designed to regulate the 100-year, 24-hour
rainfall event to the 9.41cfs release rate. This design releases 9.40cfs into the 15" pipe that
outlets into the 1-465 side ditch on the north site of the property.
Wool pert
March 2001
Parkwood West Master Plan
Duke-Weeks Construction Limited Partnership
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Pond A
Under
Deten.
Normal Pool
826.00
821.50
Acrea e
0.23
Volume (Ac-ft)
2.06
3.36
Release Rate (cIs)
1.33
9.40
The site was divided up into several sub-basins. This was done to determine what area was
going to each pond. The time of concentration was found for each individual basin by assuming
travel time over grass and pavement. The curve number was calculated for each drainage basin
based on the amount of impervious area and grass area within each basin and the type of soils
that are found on site. Time of concentration calculations and runoff values for each of the sub-
basins can be found in Section 3 of this report.
Conclusion
The development of this property includes three multi-story office buildings, parking garages,
two detention ponds, underground detention, the extension of all necessary utilities, and the
reduction of the storm water outflow. The proposed development of Parkwood West has been
designed in accordance with the Hamilton County Regulated Drain Design Details and
Standards, dated August 12, 1994. The post-developed release rate of 9.40cfs is equal to the 10-
year, 24-hour pre-development release rate, therefore, no adverse impacts are anticipated from
this development.
Wool pert
March 2001
Parkwood West Master Plan
Duke-Weeks Construction Limited Partnership
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FLOODW A Y
FLOOD BOUNDARY AND
FLOODW A Y MAP
CITY 0 F
CARMEL,
INDIANA
HAMILTON COUNTY
PANEL 12 OF 14
(SEE MAP INDEX FOR PANELS NOT PRINTED)
COMMUNITY.PANEL NUMBER
180081 0012 C
EFFECTIVE DATE:
MAY 19, 1981
federal emergency management agency
federal insurance administration
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EXISTING CONDITIONS
Woolpert
March 2001
Parkwood West Master Plan
Duke-Weeks Construction Limited Partnership
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Project: Parkwood West
Location: US 31/96th
Prepared by: SLP
Area 1
Area 2
Area 3
Area or%
0.64
1.59
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Area or %
1.18
1.19
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Area or %
8.65
10.00
0.34
2.04
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Soil Type
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C
So.i1 Type
B
C
B
C
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Area 4
Area 5
Area 6
Area 7
Woods (fair
Woods (fair
Area or %
0.48
0.24
0.59
0.42
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0.26
0.64
0.24
0.43
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Soil Type
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Date: 03/01/2001
Project: Parkwood West
Location: US 31/96th
Prepared By: SLP
Area 1 Area 2 Area 3 Area 4
Cultivated Cultivated Cultivated Brush Grass
0.06 0.06 0.06 0.40 0.15
300 300 300 118 50
2.64 2.64 2.64 2.64 2.64
0.024 0.0057 0.0083 0.0237 0.1
un aved
82
0.0085
1.487527 ' 0
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Watershed or subarea Tc or Tt.....hr
Watershed or subarea Tc or Tt.....min
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Area 6 rea 7
Grass Brush
0.15
300
2.64
0.02
0.4
220
2.64
0.011
paved
500
0.01
2.03282 0
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
[1]
PARK\IOOD \lEST
10YR EXISTING CONDITIONS 03/01/01
G:\SD\PROJECTS\58661\ENGR\CALC\DET\EXISTING\10YR
********** Basin Summary - 2YR24HR *********************************************
-----------------------------------------.---------------------------------------
***
Basin Name: AREA1 .AREA2 AREA3 AREA4 AREA5
Group Name: BASE BASE BASE BASE BASE
Node Name: EX EX EX EX EX
Hydrograph Type: UH UH UH UH UH
Unit Hydrograph: UH484 UH484 UH484 UH484 UH484
Peaking Factor: 484.00 484.00 484.00 484 . 00 484.00
Spec Time Inc (min): 1.73 3.33 4.00 3.47 0.40
Cemp Time Inc (min): 1.73 3.33 4.00 3.47 0.40
Rainfall File: SCSII -24 SCSII -24 SCSII-24 SCSII -24 SCSII -24
Rainfall Amount (in): 2.64 2.64 2.64 2.64 2.64
Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00
Status: ONS nE OFFsnE ONsnE ONsnE ONsnE
Time of Cone. (min): 13.00 25.00 30.00 26.00 3.00
Lag Time (hr): 0.00 0.00 0.00 0.00 0.00
Area (acres): 2.23 2.37 21. 03 1.73 0.41
Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00
Curve Number: 83.00 82.00 81.00 76.00 74.00
DCIA (%): 0.00 0.00 0.00 0.00 0.00
Time Max (hrs):
Flow Max (cfs):
Runoff Volume (in):
Runoff Volume (cf):
12.05
3.29
1.16
9396
12.17
2.42
1.10
9468
12.20
18.08
1.04
79547
12.19
1.15
0.78
4895
12.01
0.47
0.69
1023
***
Basin Name:
Group Name:
Node Name:
Hydrograph Type:
AREA6
BASE
EX
UH
AREA7
BASE
EX
UH
L ~R - 2 4 ~R ~\o-.) - 't. LJ.L-Ic.-t"S
Unit Hydrograph: UH484 UH484
Peaking Factor: 484 . 00 484 . 00
Spec Time Inc (min): 4.00 7.46
Cemp Time Inc (min): 4.00 7.47
Rainfall File: SCSII -24 SCSI I -24
Rainfall Amount (in): 2.64 2.64
Storm Duration (hr): 24.00 24.00
Status: ONSnE ONsnE
Time of Cone. (min): 30.00 56.00
Lag Time (hr): 0.00 0.00
Area (acres): 2.14 0.58
Vol of Unit Hyd (in): 1.00 1.00
Curve Number: 77.00 61.00
DCIA (%): 0.00 0.00
Time Max (hrs): 12.20 12.69
Flow Malt (cfs): 1.40 0.04
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
[2]
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PARICWOOD WEST
10YR EXISTING CONOITIONS 03/01/01
G:\SD\PROJECTS\58661\ENGR\CALC\DET\EXISTING\10YR
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********** Basin Summary - 2YR24HR *********************************************
---------------------------------------------.----------------------~-----------
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Runoff Volume (in):
Runoff Volume (cf):
0.83
6435
0.24
501
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
[1]
PARKIIOOD WEST
10YR EXISTING CONDITIONS 03/D1{01
G:\SD\PROJECTS\58661\ENGR\CALC\DET\EXISTING\10YR
********** Basin Summary - 10YR24HR ********************************************
--------------------------------------------------------------------------------
***
Basin Name: AREA1 AREA2 AREA3 AREA4 AREAS
Group Name: BASE BASE BASE BASE BASE
Node Name: EX EX EX EX EX
Hydrograph Type: UH UH UH UH UH
Unit Hydrograph: UH484 UH484 UH484 UH484 UH484
Peaking Factor: 484.00 484.00 484 . 00 484.00 484.00
Spec Time Inc (min): 1.73 3.33 4.00 3.47 0.40
Camp Time Inc (min): 1.73 3.33 4.00 3.47 0.40
Rainfall File: SCSII-24 SCSII-24 SCSI I -24 SCSII-24 SCSII -24
Rainfall Amount (in): 4.08 4.08 4.08 4.08 4.08
Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00
Status: ONSITE OFFSITE ONSITE ONSITE ONSITE
Time of Conc. (min) : 13 . 00 25.00 30.00 26.00 3.00
Lag Time (hr): 0.00 0.00 0.00 0.00 0.00
Area (acres): 2.23 2.37 21.03 1.73 0.41
Vol of Unit Hyd (in) : 1.00 1.00 1.00 1.00 1.00
Curve Number: 83.00 82.00 81.00 76.00 74.00
DCIA (%): 0.00 0.00 0.00 0.00 0.00
Time Max (hrs):
Flow Max (ds):
Runoff Volume (in):
Runoff Volume (cf):
12.05
6.62
2.35
19039
12.17
5.05
2.27
19516
12.00
1.09
1.65
2460
12.20
38.88
2.19
166876
12.19
2.79
1.80
11285
***
Basin Name:
Group Name:
Node Name:
Hydrograph Type:
AREA6
BASE
EX
UH
AREA7
BASE
EX
UH
\ 0 '<R -L Lj."R F\ OW" (1. 4\ C+-S
Unit Hydrograph: UH484 UH484
Peaking Factor: 484.00 484.00
Spec Time Inc (min): 4.00 7.46
Comp Time Inc (min): 4.00 7.47
Rainfall File: SCSII -24 SCSII-24
Rainfall Amount (in): 4.08 4.08
Storm Duration (hr): 24.00 24.00
Status: ONSITE ONSITE
Time of Conc. (min): 30.00 56.00
Lag Time (hr): 0.00 0.00
Area (acres): 2.14 0.58
Vol of Unit Hyd (in) : 1.00 1.00
Curve Number: 77.00 61. 00
DeIA (%): 0.00 0.00
Time Max (hrs): 12.20 12.57
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.. Flow "'ax (cfs): 3.36 0.22
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
[2]
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PARKWOOD WEST
10YR EXISTING CONDITIONS 03/01/01
G:\SD\PROJECTS\58661\ENGR\CALC\DET\EXISTING\10YR
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********** Basin Summary - 10YR24HR ********************************************
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Runoff Volume (in):
Runoff Volume (cf):
1.87
14543
0.85
1791
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PROPOSED CONDITIONS
Parkwood West Master Plan
Duke-Weeks Construction Limited Partnership
Wool pert
March 2001
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\ of-L-
Sheet:
Subject: ~ 0.. (" '6 W CI ad.. Wt ~-t NGd.e D\~ ,J'" (l'\ Ch-der No.
Computed by: SL \) Date: ~- l.... 0\ Checked by:
Date:
U WOOLPERT
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B1
Project: Parkwood West Proposed Conditions
Location: US 31/96th
Prepared by: SLP
Grass
Pavement/Roof to 5
Area or %
0.68
1.82
Soil Type
B/C
B2
Impervious
Grass
B3
1m ervious
Grass
Tot I" Ip2ITi&'W,_~N%i~
a "mllm~r;";:,, ,mty;
Area or % Soil Type
0.95
0.23 C
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Area or % Soil Type
5.23
1.20 BIC
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Date: 02127/2001
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Grass
Area or % Soil Type
1.72
0.41 BIC
Total: 1_. 'Y"~.'tll_
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B5
1m ervious
Grass
Area or % Soil Type
2.76
1.06 BIC
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B6
1m ervious
Grass
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Area or % Soil Type
5.3
1.48 BIC
0.23
Total: IIJ'~II'~ill~.~
Offsite
Grass
Area or % Soil Type
2.37 BIC
Total" l'f;V:"cJ'''~3: :74/,itiiilif
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Project: Parkwood West
Location: US 31/96th
Prepared By: SLP
Date: 03/01/2001
B2 B3
Grass
0.15 0.15
85 100
2.64 2.64
0.04 0.01
B4 B5
Grass Grass
0.15
68
2.64
0.02
B6 Offsite
Grass Grass
0.15 0.15
90 90
2.64 2.64
0.02 0.02
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o
o
o
o
o
o
o
o
o 0
o
o
o
o
Watershed or subarea Tc or Tt.....hr
Watershed or subarea Tc or Tt.....min
D
D
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o
o
D
o
D
o
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o
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D
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
[1]
PARKWOOO WEST 03/01/01
PROPOSED CONDITIONS
G:\SD\PROJ\58661\ENGR\CALC-1\DETENT\PROPOSED\100YR24HR
********** Node Maximum Conditions - 100YR24H ******************************************************************************
(Time units - hours)
Node Group Max Time
Name Name Conditions
Max Stage Warning Max Delta Max Surface
(ft) Stage (ft) Stage (ft) Area (sf)
Max Time Max Inflow
Inflow (cfs)
Max Time Max Outflow
Outflow (cfs)
------------------------------------------------------------------------------------------------------------.---------------
OUT BASE 10.00 821.00 824.00 0.0130 93.60 12.87 9.40 0.00 0.00
PONDA BASE 15.36 831.97 833.00 0.0026 19791.88 12.00 42.47 17.68 1.33
UGDETEN1 BASE 12.87 828.48 828.50 0.0037 2887.44 12.02 56.67 12.87 9.40
UGDETEN2 BASE 12.88 828.67 829.24 0.0032 4842.05 12.00 38.67 12.02 13.49
UGDETEN3 BASE 12.87 828.48 829.17 0.0034 1794.36 12.00 41.90 12.00 31. 95
0 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1]
copyright 1995, Streamline Technologies, Inc.
D PARKWOOD \JEST
PROPOSED CONDITIONS 03/01/01
G:\SD\PROJ\58661\ENGR\CALC-1\DETENT\PROPOSED\100YR24HR
D ********** Basin Summary - 100YR24H ********************************************
0 -~------------------------------------------------------------------------------
***
Basin Name: B1 B2 B3 B4 B5
0 Group Name: BASE BASE BASE BASE BASE
Node Name: UGDETEN1 UGDETEN3 UGDETEN3 UGDETEN2 UGDETEN2
Hydrograph Type: UH UH UH UH UH
0 Unit Hydrograph: UH484 UH484 UH484 UH484 UH484
Peaking Factor: 484.00 484 . 00 484 . 00 484.00 484.00
Spec Time Inc (min): 1.87 0.93 2.00 1.20 1.47
D Comp Time Inc (min): 1.87 0.93 2.00 1.20 1.47
Rainfall Fi le: SCSIl-24 SCSII-24 SCSII-24 SCSII-24 SCSII-24
Rainfall Amount (in): 6.00 6.00 6.00 6.00 6.00
0 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00
Status: ONSITE ONS ITE ONSITE ONSITE ONSITE
Time of Cone. (min): 14.00 7.00 15.00 9.00 11.00
Lag Time (hr): 0.00 0.00 0.00 0.00 0.00
0 Area (acres): 2.50 1.18 6.43 2.13 3.82
Vol of Unit Hyd (in) : 1.00 1.00 1.00 1.00 1.00
Curve Number: 90.00 93.00 92.00 92.00 90.00
0 DCIA (%): 0.00 0.00 0.00 0.00 0.00
Time Max (hrs): 12.04 11.99 12.07 12.02 12.03
0 Flow Max (ds): 13.99 7.79 36.11 13.55 22.86
Runoff Volume (in): 4.84 5.17 5.06 5.06 4.84
Runoff Volume (cf): 43912 22167 118168 39144 67093
0 ***
Basin Name: B6 OFFSITE
0 Group Name: BASE BASE
Node Name: PONDA UGDETEN2
Hydrograph Type: UH UH
0 Unit Hydrograph: UH484 UH484
Peaking Factor: 484.00 484.00
Spec Time Inc (min): 1.47 3.33
0 Camp Time Inc (min): 1.47 3.33
Rainfall File: SCSII-24 SCSII- 24
Rainfall Amount (in): 6.00 4.08
0 Storm Duration (hr): 24.00 24.00
Status: ONSITE OFFSITE
Time of Cone. (min): 11.00 25.00
Lag Time (hr): 0.00 0.00
0 Area (acres): 7.01 2.37
Vol of Unit Hyd (in) : 1.00 1.00
Curve Number: 92.00 68.00
0 DCJA (%): 0.00 0.00
Time Max (hrs): 12.03 12.17
0 Flow Max (ds): 43.06 2.64
D
D
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
[2]
D
PARK\.lOOD WEST
PROPOSED CONDITIONS 03/01/01
G: \SD\PROJ\58661 \ENGR\CALC-1\DETENT\PROPOSED\100YR24HR
D
********** Basin Summary - 100YR24H ********************************************
D
Runoff Volume (in):
Runoff Volume (cf):
5.06
128802
1.25
10790
D
D
D
D
D
D
D
D
D
D
D
D
D
u
D
D
D
o
D
D
D
u
D
u
D
u
D
o
o
o
u
D
u
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1]
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDITIONS FOR PARKWOOD WEST,7'-UNDERGRND
********** Input Report ********************************************************
- - - - -- --Cl ass:
Name: OUT
Group: BASE
Conment:
Node-------------------------------------------------------------
Base Flow(cfs): 0 Init Stage(ft): 820
Warn Stage(ft): 824
Time(hrs) Stage(ft)
o 820
5 820.5
10 821
20 821
30 820.5
40 820
--------Class: Node-------------------------------------------------------------
Name: PONDA Base Flow(cfs): 0 Init Stage(ft): 826
Group: BASE Warn Stage(ft): 833
Conment:
Stage(ft)
826
827
828
829
830
831
832
833
Area(ac)
0.2323
0.266
0.302
0.34
0.376
0.4152
0.4557
0.4975
--------Class: Node-------------------------------------------------------------
Name: UGDETEN1 Base Flow(cfs): 0 Init Stage(ft): 821.5
Group: BASE Warn Stage(ft): 828.5
Conment:
Stage(ft) Area(ac) [Manhole, Flat Floor]
821.5 0.01
825 0.01
828.5 0.01
--------Class: Node-------------------------------------------------------------
Name: UGDETEN2 Base Flow(cfs): 0 Init Stage(ft): B22.24
Group: BASE Warn Stage(ft): 829.24
Conment:
Stage(ft)
822.24
825.74
829.24
Area(ac)
0.01
0.01
0.01
[Manhole, Flat Floor]
o
o
D
D
D
D
D
D
u
u
D
u
o
o
o
D
.U
u
u
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [2]
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDITIONS FOR PARK~OOD ~EST, 7' -UNDERGRND
********** Input Report ********************************************************
--------Class: Node-------------------------------------------------------------
Name: UGDETEN3 Base Flow(cfs): 0 Init Stage(ft): 822.17
Group: BASE ~arn Stage(ft): 829.17
Comment:
Stage(ft) Area(ac) [Manhole, Flat Floor]
822.17 0.01
825.67 0.01
829.17 0.01
--------Class: Pipe-------------------------------------------------------------
Name: L1 From Node: UGDETEN1 Length(ft): 176
Group: BASE To Node: OUT Count: 1
UPSTREAM D~NSTREAM Equation: Average K
Geometry: Circular Circular Flow: Both
Span(in): 13.55 13.55 Entrance Loss Coef: 0.5
Rise(in): 13.55 13.55 Exit Loss Coef: 0
Invert( ft): 821.5 821 Bend Loss Coef: 0
Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use dc or tw
Top Clip(in): 0 0 Inlet Cntrl Spec: Use dn
Bottom Clip(in): 0 0 Stabilizer Option: None
Upstream FH~A Inlet Edge Description:
Circular Concrete: Square edge wI headwall
Downstream FH~A Inlet Edge Description:
Circular Concrete: Square edge wI headwall
o
u
D
D
u
u
D
u
u
u
u
u
u
u
D
u
D
u
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [3]
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDITIONS FOR PARKYOOO WEST,7'-UNDERGRND
********** Input Report ********************************************************
--------Class: Pipe-------------------------------------------------------------
Name: L2 From Node: UGDETEN2 Length(ft): 2960
Group: BASE To Node: UGDETEN1 Count: 1
UPSTREAM DOWNSTREAM Equation: Average I(
Geometry: Circular Circular Flow: Both
Span(in): 84 84 Entrance Loss Coef: 0.5
Rise(in): 84 84 Exit Loss Coef: 0
Invert(ft): 822.24 821. 5 Bend Loss Coef: 0
Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use dc or tw
Top Clip(in): 0 0 Inlet Cntrl Spec: Use dn
Bottom Clip(in): 0 0 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular CMP: Headwall
2
Downstream FHWA Inlet Edge Description:
Circular CMP: Headwall
2
--------Class: Pipe-------------------------------------------------------------
Name: L3 From Node: PONDA Length(ft): 63
Group: BASE To Node: UGDETEN2 Count: 1
UPSTREAM DOWNSTREAM Equation: Average I(
Geometry: Circular Circular Flow: Both
SpanCin): 5.5 5.5 Entrance Loss Coef: 0.5
RiseCin): 5.5 5.5 Exit Loss Coef: 0
InvertCft): 826 825.5 Bend Loss Coef: 0
Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use dc or tw
Top ClipCin): 0 0 Inlet Cntrl Spec: Use dn
Bottom Clip(in): 0 0 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wI headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wI headwall
u
o
u
D
u
D
u
u
o
u
u
u
u
u
u
D
D
u
u
Advanced Interconnected Channel & Pond Routing (ICPR Ver2.20) [4]
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDITIONS FOR PAR~ WEST,7'-UNDERGRND
********** Input Report ********************************************************
--------Class: Pipe-------------------------------------------------------------
Name: L4 From Node: UGDETEN3 Length(ft): 840
Group: BASE To Node: UGDETEN1 Count: 1
UPSTREAM DOWNSTREAM Equation: Average K
Geometry: Circular Circular Flow: Both
Span( i n): 84 84 Entrance Loss Coef: 0.5
R i see in) : 84 84 Exit Loss Coef: 0
Invert(ft): 822.17 821.5 Bend Loss Coef: 0
Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use dc or tw
Top Clip(in): 0 0 Inlet Cntrl Spec: Use dn
Bottom Clip(in): 0 0 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular CMP: Headwall
2
Downstream FHWA Inlet Edge Description:
Circular CMP: Headwall
2
D
Advanced Interconnected ChanneL & Pond Routing (ICPR Ver 2.20)
Copyright 1995, StreamLine TechnoLogies, Inc.
[1]
u
PARKWOOO WEST
PROPOSED CONDITIONS 03/01/01
G:\SD\PROJ\58661\ENGR\CALC-1\DETENT\PROPOSED\100Y
D
********** LINK CONNECTIVITIY
G:\SD\PROJECTS\58661\ENGINE-1\CALCUL-1\DETENT-
u
Index Link From To U/S D/S
Number Name Node Node Link Type Geometry Geometry
-------- -......--.... -------.. -------------------- ------...-- ---....----
u
1
2
3
4
L1 UGDETEN1
L2 UGDETEN2
L3 PONDA
L4 UGDETEN3
OUT
UGDETEN1
UGDETEN2
UGDETEN1
Plpe
Pipe
Pipe
Pipe
Circ.
Circ.
Circ.
Circ.
Circ.
Circ.
Circ.
Circ.
D
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
o
COMPARISON OF 1YR 24HR STORM TO THE 03/01/01
EXISTING 2YR 24HR STORM
G:\SD\PROJECTS\58661\ENGR\CALCS\DETEN\PR\1YR24HR
u
[1]
********** Basin Summary - 1YR24HR *********************************************
u
***
u
Basin Name:
Group Name:
Node Name:
Hydrograph Type:
u
Unit Hydrograph:
Peak.ing Factor:
Spec Time Inc (min):
Camp Time Inc (min):
RainfaLL File:
Rainfall Amount (in):
Storm Duration (hr):
Status:
Time of Cone. (min):
Lag Time (hr):
Area (acres):
Vol of Unit Hyd (in):
Curve Number:
DCIA (%):
o
u
D
u
Time Max (hrs):
Flow Max (ds):
Runoff Volume (in):
Runoff Volume (cf):
u
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D
u
u
u
u
ALL
BASE
OUT
UH
UH484
484.00
2.00
2.00
SCSII-24
2.74
24.00
ONSITE
15.00
0.00
25.44
1.00
89.00
0.00
12.07
50.19
1.66
153694
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Station Len Orng Area Rnoff Area xC Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
eoeff (I) flow full
Line To Iner Total Iner Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (mln) (mln) (in/hr) (efs) (efs) (ftls) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 6.0 0.23 0.23 0.80 0.18 0.18 5.0 5.0 7.0 1.29 214.6 2.39 24 90.00 830.40 825.00 830.80 825.53 831.10 831.53 UGO-1
Project File: LINE UGD-1.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 825.53 (ft)
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Station Len Orng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
eoeff (I) flow full
Line To Iner Total Iner Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (min) (min) (in/hr) (efs) (efs) (ftIs) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 6.0 0.23 0.23 0.80 0.18 0.18 5.0 5.0 7.0 1.29 214.6 2.39 24 90.00 830.40 825.00 830.80 825.53 831.50 831.50 UGD-8
Project File: LINE UGD-8.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 825.53 (ft)
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Page 1
Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cts) (ftls) (in) ('Yo) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 30.0 0.48 0.48 0.69 0.33 0.33 5.0 5.0 7.0 2.31 3.56 4.55 12 1.00 826.30 826.00 826.95 826.59 830.18 831.00 UGD-9
I I I
Project File: LINE UGO-9.stm IOF File: Indystorm2000.IOF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Vrs.; Initial tailwater elevation = 826.59 (ft)
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Page 1
Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev LlnelD
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up Dn
Line
(ft) (a c) (ac) (C) (m!n) (mln) (In/hr) (cts) (cfs) (ftIs) (In) ("!o) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 30.0 0.35 0.35 0.70 0.24 0.24 5.0 5.0 7.0 4.25 4.36 6.06 12 1.50 826.45 826.00 827.32 826.80 830.78 831.00 UGD-10
Project File: LINE UGD-10.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.80 (ft)
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Station Len Orng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Etev Line 10
eoeff (I) flow full
Line To Iner Total Iner Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (min) (mln) (in/hr) (efs) (efs) (ftIs) (in) ('Yo) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 30.0 0.22 0.00 0.63 0.14 0.00 5.0 0.0 0.0 0.00 0.00 0.00 12 2.00 826.60 826.00 0.00 826.63 831.49 831.00 UGD-11
Project File: LINE UGO-11.stm IOF File: Indystorm2000.IOF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.63 (ft)
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Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (a c) (ac) (C) (min) (mln) (in/hr) (cfs) (cfs) (ftIs) (In) ('Yo) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 30.0 0.22 0.00 0.63 0.14 0.00 5.0 0.0 0.0 0.00 0.00 0.00 12 2.00 826.60 826.00 0.00 825.44 831.26 831.00 UGO-12
,
Project File: LINE UGO-12.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 825.44 (ft)
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Page 1
Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev LlnelD
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ac) (ac) (C) (mln) (min) (in/hr) (cfs) (efs) (ftIs) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 30.0 0.18 1.87 0.75 0.14 1.36 5.0 6.9 6.3 8.62 11.68 3.45 24 0.27 825.08 825.00 826.55 826.50 831.26 831.00 UGD-13
2 1 120.0 0.49 1.69 0.75 0.37 1.23 5.0 6.3 6.5 8.01 11.31 3.34 24 0.25 825.38 825.08 826.75 826.57 830.96 831.26 13-3
3 2 80.0 0.54 1.20 0.72 0.39 0.86 5.0 5.9 6.7 5.72 5.75 3.68 18 0.30 826.22 825.98 827.45 827.22 830.48 830.96 3-4
4 3 73.0 0.15 0.66 0.73 0.11 0.47 5.0 5.3 6.9 3.23 5.77 2.18 18 0.30 826.44 826.22 827.54 827.48 831.03 830.48 4-5
5 4 74.0 0.51 0.51 0.71 0.36 0.36 5.0 5.0 7.0 2.53 2.55 3.70 12 0.51 827.32 826.94 828.13 827.75 830.40 831.03 5-6
Project File: LINE UGO-13.stm IOF File: Indystorm2000.l0F Total number of lines: 5 Run Date: 02-28-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.50 (ft)
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Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ac) (ac) (C) (mln) (min) (In/hr) (cfs) (cfs) (ftIs) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 30.0 0.28 1.43 0.74 0.21 1.04 5.0 8.2 5.9 6.14 6.64 3.48 18 0.40 825.12 825.00 826.60 826.50 831.30 831.00 UGO-14
2 1 152.0 0.38 1.15 0.74 0.28 0.83 5.0 7.3 6.2 5.12 5.78 2.90 18 0.30 825.58 825.12 827.15 826.79 830.40 831.30 14-7
3 2 114.0 0.60 0.77 0.71 0.43 0.55 5.0 6.4 6.5 3.55 5.73 2.01 18 0.30 825.92 825.58 827.40 827.28 829.60 830.40 7-15
4 3 114.0 0.17 0.17 0.71 0.12 0.12 5.0 5.0 7.0 0.84 2.36 1.39 12 0.44 826.92 826.42 827.52 827.45 830.80 829.60 15-21
Project File: LINE UOG-14.stm IDF File: Indystorm2000.lDF Total number of lines: 4 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.50 (ft)
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Page 1
Station Len Orng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
eoeff (I) flow full
Line To Iner Total Iner Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (min) (min) (in/hr) (efs) (efs) (ftIs) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 6.0 0.62 0.62 0.45 0.28 0.28 15.0 15.0 4.5 1.27 214.6 2.43 24 90.00 830.40 825.00 830.80 825.51 831.50 831.50 UGD-16
Project File: LINE UGD-16.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 825.51 (ft)
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Station Len Orng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ac) (ae) (C) (mln) (mln) (in/hr) (efs) (efs) (ftIs) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 107.0 0.04 0.04 0.85 0.03 0.03 5.0 5.0 7.0 0.24 3.56 2.25 12 1.00 827.07 826.00 827.28 826.18 831.20 831.00 UGO-18
Project File: LINE UGO-18.stm 10F File: Indystorm2000.IOF Total number of lines: 1 Run Oate: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.18 (ft)
CJrlfUtaf~ &j,nFJevJ;;i T~IQnCJ
t=J CJ
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Station Len Orng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
eoeff (I) flow full
Line To Iner Total Iner Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (mln) (mln) (in/hr) (efs) (efs) (ftIs) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 103.0 0.11 2.27 0.41 0.05 1.55 8.0 8.4 5.9 9.13 11.79 3.74 24 0.27 825.28 825.00 826.69 826.50 832.28 831.00 UGO-19
2 1 117.0 0.01 2.16 0.41 0.00 1.51 5.0 7.9 6.0 9.08 11.26 3.66 24 0.25 825.57 825.28 827.01 826.79 832.73 832.28 19-20
3 2 102.0 0.62 2.15 0.70 0.43 1.50 7.0 7.4 6.2 9.27 11.42 3.50 24 0.25 825.83 825.57 827.36 827.19 830.25 832.73 20-22
4 3 75.0 0.66 1.09 0.70 0.46 0.76 7.0 7.0 6.3 4.79 5.69 3.19 18 0.29 826.55 826.33 827.71 827.56 830.25 830.25 22-23
5 4 125.0 0.43 0.43 0.70 0.30 0.30 6.0 6.0 6.6 1.99 2.38 3.15 12 0.45 827.61 827.05 828.30 827.87 829.90 830.25 23-25
6 3 128.0 0.44 0.44 0.70 0.31 0.31 6.0 6.0 6.6 2.04 2.36 3.36 12 0.44 827.39 826.83 828.10 827.56 829.90 830.25 22-24
Project File: LINE UGO-19.stm IOF File: Indystorm2000.l0F Total number of lines: 6 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.50 (ft)
t=JHfIDlaG ~r~e~ l1mlJl~nCJ
CJ
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Page 1
Station Len Orng Area Rnoff Ar.ea x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ac) (ac) (C) (min) (min) (In/hr) (cfs) (cfs) (ftIs) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 6.0 0.26 0.26 0.57 0.15 0.15 14.0 14.0 4.7 0.70 214.6 2.04 24 90.00 830.40 825.00 830.70 825.38 831.53 831.65 UGD-26
Project File: LINE UGD-26.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 825.38 (ft)
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a=:. r=J
r=J
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Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ac) (a c) (C) (min) (mln) (In/hr) (cfs) (cfs) (ftIs) (in) (%) (ft) (ft) (ft) (ft) eft) (ft)
1 End 12.0 0.22 0.22 0.63 0.14 0.14 9.0 9.0 5.7 0.79 10.07 !?O3 12 8.00 826.96 826.00 827.34 826.20 831.68 831.00 UGO-27
Project File: LINE UGO-27.stm 10F File: Indystorm2000.IOF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.20 (ft)
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Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ac) (ac) (C) (mln) (mln) (In/hr) (cts) (cfs) (ftIs) (In) ('Yo) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 14,0 0.47 0.47 0.56 0.26 0.26 10.0 10.0 5.5 1.44 10.07 5.48 12 8.00 827.12 826.00 827.91 826.26 830.34 831.00 UGD-31
Project File: LINE UGD-31.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.26 (ft)
~H~afrow ~r~evJ;;JT~ul~n -===
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Page 1
Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGl Elev Grnd I Rim Elev LIne 10
coeff (I) flow full
Line To Incr Total Iner Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (m!n) (mln) (in/hr) (efs) (efs) (ftIs) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 29.0 0.38 0.38 0.64 0.24 0.24 13.0 13.0 4.9 1.19 7.96 3.18 12 5.00 826.45 825.00 826.91 825.50 830.75 831.00 UGD-32
-
Project File: LINE UGD-32.stm IDF File: Indystorm2000.lDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 825.50 (ft)
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t:=J
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Station Len Orng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (mln) (mln) (in/hr) (ets) (efs) (ftls) (In) ("!o) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 132.0 0.37 1.41 0.70 0.26 0.84 11.0 11.0 5.3 6.61 7.02 3.74 18 0.45 825.59 825.00 827.52 827.00 .831.35 831.00 UGO-33
2 1 246.0 0.71 1.04 0.50 0.35 0.59 8.0 8.0 6.0 3.51 5.76 1.99 18 0.30 826.33 825.59 828.02 827.74 830.44 831.35 33-30
3 2 81.0 0.33 0.33 0.70 0.23 0.23 5.0 5.0 7.0 1.61 2.37 2.05 12 .0.44 827.19 826.83 828.24 828.08 831.87 830.44 30-29
Project File: LINE UGD-33.stm IDF File: Indystorm2000.IDF Total number of lines: 3 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 827.00 (ft)
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Station Len Orng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Iner Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (mln) (mln) (in/hr) (cfs) (cfs) (ftIs) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 6.0 0.22 0.22 0.63 0.14 0.14 9.0 9.0 5.7 0.79 10.28 4.29 12 8.33 826.50 826.00 827.14 826.20 831.82 831.00 UGD-34
Project File: LINE UGD-34.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.20 (ft)
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Page 1
Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ac) (ac) (e) (min) (min) (in/hr) (cfs) (cfs) (ftIs) (In) ('Yo) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 62.0 0.18 0.60 0.68 0.12 0.39 5.0 6.7 6.4 12.27 12.52 4.53 24 0.31 826.19 826.00 827.80 827.61 831.50 829.00 POND-36
2 1 180.0 0.42 0.42 0.64 0.27 0.27 6.0 6.0 6.6 6.67 7.04 4.06 18 0.45 827.50 826.69 828.74 828.12 832.61 831.50 36-37
I I
Project File: LINE POND-36.stm IDF File: Indystorm2000.IDF Total number of lines: 2 Run Date: 02-28-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 827.61 (ft)
CJrI~~af~ ~f~evt;;J T~ulGn CJ
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Station Len Drng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line ID
eoeff (I) flow full
Line To Iner Total Iner Total Inlet Syst Size Slope Up Dn Up Dn Up Dn
Line
(ft) (ae) (ae) (C) (mln) (mln) (In/hr) (efs) (efs) (ftIs) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 50.0 0.03 0.03 0.85 0.03 0.03 5.0 5.0 7.0 0.18 3.56 2.02 12 1.00 826.50 826.00 826.68 826.16 831.20 831.00 UGD-54
.
Project File: LINE UGD-54.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.16 (ft)
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Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
eoeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (mln) (mln) (in/hr) (efs) (efs) (ftls) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 60.0 0.03 0.03 0.85 0.03 0.03 5.0 5.0 7.0 0.18 3.56 1.73 12 1.00 826.60 826.00 826.78 826.20 831.20 831.00 UGD-55
Project File: LINE UGD-55.stm IDF File: Indystorm2000.lDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.20 (ft)
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Station Len Orng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line 10
coeff (I) flow full
Line To Iner Total Iner Total Inlet Syst Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (m!n) (m!n) (!n/hr) (efs) (efs) (ftIs) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 40.0 0.00 0.00 0.00 0.00 0.00 0.0 1.4 0.0 5.08 5.75 3.66 18 0.30 825.12 825.00 826.22 826.10 911.00 831.00 UGO-56
2 1 151.0 0.00 0.00 0.00 0.00 0.00 0.0 0.6 0.0 5.08 5.73 3.26 18 0.30 825.57 825.12 826.75 826.43 911.00 911.00 56-57
3 2 149,0 0,00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 2.54 2.98 4.25 12 0.70 827.11 826.07 827.81 826.79 911.00 911.00 57-58
Project File: LINE UGO-56.stm 10F File: Indystorm2000.lDF Total number of lines: 3 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.; Initial tailwater elevation = 826.10 (ft)
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Project: P.rwood West
Locat)on: 96th Street and U531
Prepafed By: JVR
Data: 0212712001
Surface deler! tlon table 3~1 ....
Mannin 's rou hnen eoeN. n table 3-, .
Flow len h L totall<=300ft. .......n.
Two- r 2<1hr ,aintall P2...............in.
Land sloe.... ...............ftIn
0.007 (nL)^O,8
Tt = -- Computed Tt... ...hr.
P2"O.5 SAO.4
24
Surface dellerl tion PAVED or UNPAVED .. Daved oa....d eved DIved eyed eyed .vod I...ed ...,d ...,d oaved ....d ....d .vad .vad DIved
Flow length L... .................n. 100 100 100 80 100 130 100 80 80 eo 90 eo 15 eo eo eo
Watercourse Ilope, ..................ftI1'I 0,01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 ~ 0.01 0.01 0.01 0.01 0.01 0.01
Averaae velocltv. V (fi ur. 3-' h....ft/S 2.03282 2.03282 2.03282 2.03282 2.03282 2.03282 2.03282 2.03282 2.03282 2.03282 2.03282 2.03282 2.03282 , 0"821 2.03282
Tl = U 3600 V .....Com uted Tt.-he 'j&Y~)W ,""....". ;-\}rM) n>#,OJJl~ 'ioWWO:Ot4 ::~*LWN:(~~01A %Ylftr<<Otl fiWWU,O;On @jiiRiiii 5U:i K)-W#-it"M&. WfPiJUlt4 YWnli008 Yi-,;:;-,,;(-; ;012 '1WMll, ~","~" ':;):1 %0':002: lG;JlQ8
Watershed or subarea Tc or Tt. ...hr
Watershed or subarea Tc or Tt.. pmln
c=J
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53
aved ""e. .....ed Il"ed eved eyed ""e.
60 50 120 eo eo eo 50
0,01 0.01 0.01 0.01 0,01 0,01 0.01
2.03282 2.03282 2.032B2
Mae
'"
o
D
D
1.1
Grass
Pavement
o
D
A2
1__
o
A3
Grass
Pavement
o
o
1.4
Grass
Pavement
D
D
1.5
Grass
Povement
o
1.6
Grass
Povement
D
D
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Povement
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D
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Gross
Povement
u
1.9
Gross
Pavement
o
u
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D
Project: Port<wood West Proposed Conditions
location: US311961h
Pr_ed by: JVR
Date: 0310112001
Area or %
0.02
021
T olaJ: 1"'.11:23 c."1
C-Volue
025
0.65
1(~W>.1l.181
Use c: IWl~_
~
l.95 ' O.S WiWIWMI'.,
;'MiiIAOO
Total: IWi81-$$U%'
Area or %
0.08
0.41
Total: I .h":O:U '0',1
Area or %
0.12
0.42
lii"j'f~Mf11Sl
Use c: 1%;jjl),VOiINI
c-v.....
025
0-85
ItiWiiH@.1J
Use C: 1!!MllQ$W!JI
c..Value
025
0.85
CxA
Total: IWiWol5JWml liW#JiWdsl
Use C: l%li11Htbill
Aruor'"
0.03
0,12
Total: h%lllff51bi1
Area or %
0.12
0.39
c.Value CxA
0.25
0.85
I::,\-m '<<HtI
Use c: IW{@)~7a"i\hl
C-Value C x A
0.25
0.85
T....: h~<<l.sH44 k....dl.361
U.. C: I :. O.7.V' .1
Area or %
0.01
0.31
c.Value
0.25
0.85
CxA
Total: U.'jiAO:38<W,1 ItUil19o;2a1
u.. C: I' <0.74>':)
Area or '%
0.02
021
T_I: I%WtiI):ZW#tI
Area or%
0.13
0.35
c..value C xA
025
0.85
I.... -'Msl
Use c: Inm.~l1OtNI
C.v.lue
025
0.85
Total: 1..;;...;1I.048w.4 I;....'. 0.331
Use c: ItW.~69%dl
IA....ot%IC.V.1ue1 CxA I
0.09 025
0.26 0.B5
ToIoI: h#1l.35 ''''1 1,"4+M>>~1
Area or %
O.OB
0.14
Total: 1&1iIJll!2%XfWl
Area or '"
0.08
0.14
ToIoI: I,W::ll220\#1
_or%
0.03
0.15
Tolal: l_ll:lB ..; 1
Area or %
0.05
023
Total: l:t1Ml);2a@fu~'
A...or%
0.14
0.46
Total: I:tE@"'O~6t@%1
Area or '"
0.41
021
ToW: 1\"<.0.62 '" I
Use c: IfAt1)1lOt0H1
C.Value
025
0.B5
1";A\ihll.1,(1
Use C: I ;~.>>.63''''1
c-VaIue
0.25
0.B5
1'.514_1
Use C: 1 :<'&0.63->'1
C-Value
0.25
0.B5
liWilift<llMI
Use c: IJdMOmiiMtI
C-Value
0.25
0.B5
I "+. <1l211
Use C: InWllJI4gWII
C.Vatue
0.25
0.B5
I, .:0.431
Use C: h\;>:O:l1Altl
C-Value
025
0.85
CxA
1<''<'.0281
1....1: hSOJl3. .. I
Areaor% C-Vatue Cx-A
0.83 0.9
Use C: 1,.;,:0.45",,-1
l':fUN403SI
Use c: 1:+",\\0;900%1
Total: IEtf{Qi04MWI
Area Dr % C-Vatue C x A
0.04 0.85
I.: '.0.031
Areaor%
0.08
0.03
1....1: I ;;;.O.lf .' 1
Use c: IJMO'.tlSm--HI
C.VaIue
0.25
0.B5
CxA
I. ..:...0.051
Area or % C-Value C x A
0.B5 0.9
Use c: 1::{;j.OA1::I'Ud
[J
0
D A21
Grass
Povement
D
AU
D Grass
Pavement
D AD
Grass
Pavement
U
A24
0 Grass
Pavement
U A21
GnI..
Pavement
U
A26
Gra..
Pavement
U
D A27
G'",
Pavement
0
U A28
Buildin
D A29
Gr...
Pavoment
D
D A30
Grass
Pl!JVemenl
U
U
ToIal: 1"",;'0;15: it
Area or '"
0,04
0,13
Total: P?11.17fv4
Area or %
0.16
0.46
T oIal: 1>';,0.62(",'.1
Area or %
0.16
0.5
T_: IMM1iOJi&$!MI
Area or "
0.11
0.33
I.,,' '00.771
Use c: lY$i~\~/iM
C-Volue
025
0.85
IWJi:M0il21
Use c: L ;.0,.1"".1
c-v.1ue
025
0.85
C,A
18.\.$_31
Use c: IFMf01toNfd
C.v.lue
025
0.85
C,A
1$\I1&Jl1J
Use c: Il.ffiID)'HO:tMI
C-Value
0.25
0.85
C,A
T_: I.$' 0"$1:'1 l'i:MW:1l.311
UseC: 1.".'0.70 '''.1
Area or'"
0.11
0.32
T....I: I.WMlA3'.. 1
Area or'"
0.12
0.14
Total: I1&026,:'t
Aruor"/.
0.08
0.14
Total: IMWlt22:fWI
C-Volue
025
0.85
C,A
I..... +vo.3Ol
Use c: 1:;-tN>030HkU
C-Value
0.25
0.B5
C,A
16WHIl.151
Usa c: H :00.57 ;.-1
C-Value
0.25
0.85
C,A
1.'snnl.14J
Use c: 1!{':-:O:O~63L:it'l
T_: V.. o.~r'''1
Area or " C-Value CxA
0.a7 0.9
1....>..0.781
Area or %
0.08
0.25
To<al: I"" 0.33.....1
Area or '"
0.17
0.5<
Total: I C.: 0.71-..' t
Use c: 1:}}}'Qi'90K41
C-Value
0.25
0.85
C,A
I..... 0231
Use c: 1--%WO/lOA@l
C-Value
0.25
0.85
I:'.:: '0.501
Area or %
023
024
T_: h0AI.~1.,'Y.;1
Total: l-ji~%1t3I"
Area or %
0.D9
028
ToW: 1"oF0.31;",~.1
Area or"
0.05
0.15
Total: I:MMMQ(ZWWI
Use c: IW@>',CJ.t7;1:tt4
c-voJue
025
0.85
IH14+II.261
Use c: 1'%%.I:$$$d
Area or"
0.13
11.25
C-V.lue
0.25
0.85
1,,',0.','11251
Use c: t4%ttS"%WI
C-\holu.
025
0.85
I#Ii%%'JJ';i$J
Use C: ImtllJltO/@)
C-V.1ue
025
0.85
1<";<'D.1.1
Use c: I_VWO.10XtHl
Tom!: 1 < ,1;89.. "I
A.... or " C-VaIue CxA
U9 0.9
Arellor%
0.05
0.13
Tolal: 1"';diU8 .... .1
Area or %
0.15
027
Total: 1::#:WJJ.;'4-z@WI
Area or"
0.04
021
Total: 1 . .'1J25 . '4
Area or%
0.01
0.11
Tolal: krO:12..,1.1
Aruor%
0.04
0.19
I%JJif.,#H7QI
Use C: 1%#.Il:90:MtI
C-Yatue
025
0.85
C.A
1 '. 0.121
Use C: IsMo.f381tWI
C-Value
0.25
0.85
C.A
l.JkMiiD:2l1
Use C: 1:>1.0:$4\911
C-Value
0.25
0.85
C.A
I.... 0.191
Use c: 1;):V:Oi75?MiI
c.Yalue
025
0.85
I {{,i'$4,1t101
Use c: 1;:t\~;:8b:@fll
C-Vawe
025
0.85
Total: 1Y#!.%O:~&ff:J IMWH~tq
UseC: IhO;75 '1
~.:.ii;~.:~:.;:.~:.~.~IZ
't;%tNfdMIQ
Tolol: liMWMa_
Ana or %
0.05
021
TolaI: h,'~1I260*J
Area or"
0.02
0.14
1'-ih,,,0.121
Use c: IMf.,'t)':'$O-Hfd
C-Value
025
0.85
1'''_:1111
UseC: I." 11".73 'II
c..v..
025
0.85
CxA
Total: l:Wltll:le_ 1'\7,"'0:0:121
UseC: If-O.18 ,r:1
Area or"
0.01
024
T_: 1 ""11'.25 \:'1
Areaor%
0,02
0.08
ToIa!: I ,\',O.t;~"l
Area or %
0.06
0.21
T_: I H(0.27'WiiI
Area or %
0.06
0.17
ToIa!: 1'\0;1I:238H
Areaor%
0.02
027
ToIal: I . ';029'<"1
Area or"
0.03
0.1
Total: 1,)@4liJ3::::,{'i:jJ
C.Value
025
0.85
CxA
I 'N" 0211
Use C: h~ko-~83%hl
CoValue
025
0.85
CxA
1;".",.,0.071
Use C: n:w.mO:'731.iVII
C.value
0.25
0.85
CxA
l@k!5%OA91
Use C: It'ifO;;72"'t:tR
C.Value
0.25
0.85
CxA
1'8:1\\1):161
Use C: IWW()i89:0tR
C-Value
025
0'.85
CxA
1,...;.'0231
Use C: 1::h9l).8t::.::{:.
C.Value
0.25
0.85
I:THitSO';091
Use C: l:i/:{O~ll:::::.:{'J
, Area 0'% I CoV.lue' C xA I
u
0 IBuildinA
D
AS1
Gra..
0 Pavement
D AU
Grass
Pavement
D
D AA
Grass
P-
D
D
U
0
U
U
U
D
U
U
D
0
Total: IWMtOAJ%'-3tt
I~
iMilW);I@Q
_or%
0.02
02
Total: IlMt;P221W4
Arellor%
0.02
028
T_ l@1jyp.:a_1
A,.. 01'''
0.08
0.29
T_: !A<1l.37.. '4
Iwr46K.16.
Use c: IDt:03JmEl
c.v.tue
025
0.85
I"li"A!NjQjl8]
Use c: 1:@%ga}$U
C-V.1ue
025
0.85
C,A
hWWWt{Q'241
Usee: 1_:<<1_
C-Value
025
0.85
C,A
Iw1mWjQ211
Use c: htW032#n1
u
U
D
U
o
U
o
o
D
U
U
U
U
U
D
U
U
U
U
In/hr
I-D-F Curve - Indystorm2000.IDF
15
10
5
o
o
10 15 20 25 30 35 40 45
Tc (Min)
/ l-Yr
/ 2- Yr
/3-Yr
/ 5- Yr
/ 10- Y r
/ 25- Yr
/ 50- Yr
/ 100-Yr
Client:
'D,,- k~ - vJ~t.lc.s
Sheet:
of
Subject:
~~ Ie. WOD).. LJtsr - G {'~ O~
roof' JrA:""~ Order No.:
IJ'OOLPERT
Computed by: J V R
Date: 'L/ze/o,
Checked by:
Date:
~=:~, t4
Q= 'a, (sJisS(o.,~s)""
Q~, 1./.8<t CfJ
=e.'1'1~~ '
~....
~
~
.~
~
~
~
~
~
~
.~
~
~
~
~
,., G~t"Clje ~& +
~~ \.,{~~ ~ E_~ t- '
Q:-C:A.
Q.:: t6. cr)(~. 7S')(O.~)
Q = .1./'7 ~.{.r
"'.:: 0.8" /2 ::: 0.'12 Jlfc..
Go.t"A.~ c. ~s+-
~'=-c.,~
G :. o.r~( s. 75)( o. if.,)
G:. 2. S ~ ~ f.s
A~ 'it{ (I.'f#) ~ o.l/Ctll(!.