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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............................................................... ..................... n. SECTION 3
WATERSHED MAPS ...... ....... ................................................... ........................................ SECTION 4
Wool pert
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 to-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 (AdICPR) program version 2.11. The
interconnected pond and underground detention are designed to regulate the toO-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.
Parkwood West Master Plan
Duke-Weeks Construction Limited Partnership
Wool pert
March 2001
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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 (cfs)
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.
Woolpert
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 OF
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
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 % Soil Type
0.64 B
1.59 C
Total: _"~Il!1
Area or %
1.18
1.19
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Area or %
8.65
10.00
0.34
2.04
Total: _!'@I1~ru,1
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Soil Type
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Date: 03/01/2001
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Area 4
Area 5
Area 6
Area 7
Area or %
0.48
0.24
0.59
0.42
Total: __
Soil Type
C
B
C
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Area or % Soil Type
0.31 B
0.10 B
Total: ....t
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0.57
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0.64
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0.43
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Date: 03/01/2001
Project: Parkwood West
Location: US 31/96th
Prepared By: SLP
rea 5
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [11
Copyright 1995, Streamline Technologies, Inc.
PARKWOOD WEST
10YR EXISTING CONDITIONS 03/01/01
G:\SD\PROJECTS\58661\ENGR\CALC\DET\EXISTING\10YR
********** Basin Summary - 2YR24HR *********************************************
--------------------------------------------------------------------------------
***
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 T;me Inc (min): 1.73 3.33 4.00 3.47 0.40
Ra;nfall FHe: 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: ONSIlE OFFSIlE ONSIlE ONSIlE ONS IlE
Time of Cone. (m;n): 13.00 25.00 30.00 26.00 3.00
Lag T;me (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 Un; t 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
12.20
18.08
1.04
79547
12.19
1.15
0.78
4895
12.01
0.47
0.69
1023
12.17
2.42
1.10
9468
***
Bas;n Name:
Group Name:
Node Name:
Hydrograph Type:
AREA6
BASE
EX
UH
AREA7
BASE
EX
UH
-z. ~R - 24 \:\R t==\O\J - Lf. LJ-4 c.fs
Unit Hydrograph: UH484 UH484
Peaking Factor: 484 . 00 484.00
Spec T;me Inc (m;n): 4.00 7.46
Camp T;me Inc (min): 4.00 7.47
Ra;nfall FHe: SCSII -24 SCSII -24
Rainfall Amount (in): 2.64 2.64
Storm Duration (hr): 24.00 24.00
Status: ONSIlE ONSIlE
Time of Cone. (m;n): 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
F low Max (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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PARKWOOD WEST
10YR EXISTING CONDITIONS 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]
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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 ********************************************
--------------------------------------------------------------------------------
***
Basin Name: AREA1 AREA2 AREA3 AREA4 AREA5
Group Name: BASE BASE BASE BASE BASE
Node Name: EX EX EX EX EX
Hydrograph Type: UK UII UK 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 SCSI 1-24 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 ONSIlE ONSIlE ONSIlE
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 (ds):
Runoff Volume (in):
Runoff Volume (cf):
***
Basin Name:
Group Name:
Node Name:
Hydrograph Type:
Uni t Hydrograph:
Peaking Factor:
Spec Time Inc (min):
Comp 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 (%):
Time Max (hrs):
12.05
6.62
2.35
19039
AREA6
BASE
EX
UII
UH484
484.00
4.00
4.00
SCSII-24
4.08
24.00
ONSITE
30.00
0.00
2.14
1.00
n.oo
0.00
12.20
12.17
5.05
2.27
19516
12.20
38.88
2.19
166876
12.19
2.79
1.80
11285
12.00
1.09
1.65
2460
AREA7
BASE
EX
UH
\ 0> t(R-2 4-"R F\ow ~ 9.4\ c.+-s
UH484
484.00
7.46
7.47
SCSI 1-24
4.08
24.00
ONSIlE
56.00
0.00
0.58
1.00
61. 00
0.00
12.57
1-
lJ Flow Max (cfs):
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
[2]
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PARK\IOOO IIEST
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
Woolpert
March 2001
Parkwood West Master Plan
Duke-Weeks Construction Limited Partnership
Subject '?!!.c:'6.~ood" \Jt~t- NGd.~ D;"'~rr\ Order No'
Computed by: SL \) Date: ~- l ~ 0\ Checked by:
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Sheet:
1 of--L-
Date:
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Pavement/Roof to s
B2
1m ervious
Grass
B3
1m ervious
Grass
Project: Parkwood West Proposed Conditions
location: US 311 96th
Prepared by: SLP
Area or % Soil Type
0.68 BIC
1.82
T t I _.'Tlwl
o a : :'".. ':',iI~
Area or % Soil Type
0.95
0.23 C
Total: tllllll_t
Area or % Soil Type
5.23
1.20 BIC
Total: 1....1iI
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Date: 02/27/2001
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Area or % Soil Type
1.72
0.41 BIC
Total: ~
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Grass
Area or % Soil Type
2.76
1.06 BIC
Total: ~
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Grass
Water
Area or % Soil Type
5.3
1.48 BIC
0.23
Total: ~~
Offsite
Grass
Area or % Soil Type
2.37 BIC
Total.llld?__
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Project: Parkwood West
Location: US 311 96th
Prepared 8y: SLP
Date: 03/01/2001
82 83
Grass Grass
0.15 0.15
85 100
2.64 2.64
0.04 0.01
84 85
Grass Grass
0.15
68
2.64
0.02
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2.64 2.64
0.02 0.01
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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
U Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1]
Copyright 1995, Streamline Technologies, Inc.
U PARKWOOD WEST
PROPOSED CONDITIONS 03/01/01
0 G: \SD\PROJ\58661 \ENGR\CALC-1\DETENT\PROPOSED\100YR24HR
********** Basin Summary - 100YR24H ********************************************
D ~-------------------------------------------------------------------------------
***
Basin Name: B1 B2 B3 B4 B5
D 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 Camp Time Inc (min): 1.87 0.93 2.00 1.20 1.47
Rainfall File: SCSII-24 SCSII-24 SCSII-24 SCSII-24 SCSI 1-24
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: ONSIlE ONS ITE ONSITE ONSIlE ONSIlE
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
U 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
U 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
U ***
Basin Name: B6 OFFSITE
0 Group Name: BASE BASE
Node Name: PONDA UGDETEN2
Hydrograph Type: UH UH
D Uni t Hydrograph: UH484 UH484
Peaking Factor: 484.00 484.00
Spec Time Inc (min): 1.47 3.33
U Comp 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
D DCIA (%): 0.00 0.00
Time Max (hrs): 12.03 12.17
U F low Max (ds): 43.06 2.64
- - ----- - ------
u
u
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
[2)
u
PARKWOOO WEST
PROPOSED CONDITIONS 03/01/01
G:\SD\PROJ\58661\ENGR\CALC-1\DETENT\PROPOSED\100YR24HR
u
********** Basin Summary - 100YR24H ********************************************
o
Runoff Volume (in):
Runoff Volume (cf):
5.06
128802
1.25
10790
o
u
u
u
u
u
u
o
D
D
o
u
D
D
u
u
o
u
o
D
D
o
[J
u
u
[j
u
D
o
o
u
o
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1]
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDITIONS FOR PARKWOOD ~EST,7'-UNDERGRND
********** Input Report ********************************************************
--------Class:
Name: OUT
Group: BASE
Conment:
Node-------------------------------------------------------------
Base Flow(cfs): 0 Init Stage(ft): 820
~arn 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 ~arn Stage(ft): 833
Conment:
Stage(ft) Area(ac)
826 0.2323
827 0.266
828 0.302
829 0.34
830 0.376
831 0.4152
832 0.4557
833 0.4975
--------Class: Node-------------------------------------------------------------
Name: UGDETEN1 Base Flow(cfs): 0 Init Stage(ft): 821.5
Group: BASE ~arn 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): 822.24
Group: BASE ~arn Stage(ft): 829.24
Conment:
Stage(ft)
822.24
825.74
829.24
Area(ac) [Manhole, Flat Floor]
0.01
0.01
0.01
u
u
D
u
o
u
D
u
u
u
u
, i
U
D
o
D
D
u
D
u
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [2]
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDITIONS FOR PARKWOOO ~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 DOWNSTREAM 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 FHWA Inlet Edge Description:
Circular Concrete: Square edge wI headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wI headwall
u
u
u
u
u
u
D
u
u
u
u
u
o
D
o
u
u
u
u
Advanced Interconnected Channel & Pond Routing (lCPR Ver 2.20) [3]
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDITIONS FOR PARKWOOO WEST,7'-UNDERGRND
********** Input Report ********************************************************
--------Class: Pipe-------------------------------------------------------------
Name: L2 From Node: UGDETEN2 LengthCft): 2960
Group: BASE To Node: UGDETEN1 Count: 1
UPSTREAM DOWNSTREAM Equation: Average I(
Geometry: Circular Circular Flow: Both
SpanC in): 84 84 Entrance Loss Coef: 0.5
RiseCin): 84 84 Exit Loss Coef: 0
InvertCft): 822.24 821.5 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 ClipCin): 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 LengthCft): 63
Group: BASE To Node: UGDETEN2 Count: 1
UPSTREAM DOWNSTREAM Equation: Average I(
Geometry: Circular Ci rcular Flow: Both
Span(in) : 5.5 5.5 Entrance Loss Coef: 0.5
Rise(in): 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 ClipCin): 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
u
u
u
u
u
D
u
o
u
u
u
D
u
D
u
o
o
u
Advanced Interconnected Channel & Pond Routing CICPR Ver 2.20) [4]
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDITIONS FOR PARKWOOO WEST,7'-UNDERGRND
********** Input Report ********************************************************
--------Class: Pipe-------------------------------------------------------------
Name: l4 From Node: UGDETEN3 LengthCft): 840
Group: BASE To Node: UGDETEN1 Count: 1
UPSTREAM DOWNSTREAM Equation: Average K
Geometry: Circular Circular Flow: Both
SpanCin): 84 84 Entrance Loss Coef: 0.5
RiseCin): 84 84 Exit Loss Coef: 0
InvertCft): 822.17 821.5 Bend loss toef: 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 ClipCin): 0 0 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular CMP: Headwall
2
Downstream FHWA Inlet Edge Description:
Circular CMP: Headwall
2
u
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
u
PARK\oIOOD WEST
PROPOSED CONDITIONS 03/01/01
G:\SD\PROJ\58661\ENGR\CALC-1\DETENT\PROPOSED\100Y
u
********** LINK CONNECTIVITIY
u
Index
Number
Link
Name
u
1
2
3
4
L1 UGDETEN1
L2 UGDETEN2
L3 PONDA
L4 UGDETEN3
u
u
u
u
u
u
u
u
u
D
u
o
u
o
[1)
G:\SD\PROJECTS\58661\ENGINE-1\CALCUL-1\DETENT-
From
Node
OUT
UGDETEN1
UGDETEN2
UGDETEN1
To
Node
Li nk Type
Pipe
Pipe
Pipe
Pipe
U/S D/S
Geometry Geometry
Circ.
Circ.
Circ.
Circ.
Circ.
Circ.
Circ.
Circ.
u
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
Copyright 1995, Streamline Technologies, Inc.
u
COMPARISON OF 1YR 24HR STORM TO THE 03/01/01
EXISTING 2YR 24HR STORM
G:\SO\PROJECTS\58661\ENGR\CALCS\OETEN\PR\1YR24HR
u
[1]
********** Basin Summary. 1YR24HR *********************************************
u
***
D
Basin Name:
Group Name:
Node Name:
Hydrograph Type:
u
Unit Hydrograph:
Peaking Factor:
Spec Time Inc (min):
Comp Time Inc (min):
Rainfall File:
Rainfall Amount (in):
Storm Ouration (hr):
Status:
Time of Conc. (min):
Lag Time (hr):
Area (acres):
Vol of Unit Hyd (in):
Curve Number:
DCIA (%):
u
u
D
u
u
Time Max (hrs):
Flow Max (cfs):
Runoff Volume (in):
Runoff Volume (cf):
[J
u
u
o
u
o
u
u
ALL
BASE
OUT
UH
UH484
484 . 00
2.00
2.00
SCSIl-24
2.74
24.00
ONSlTE
15.00
0.00
25.44
1.00
89.00
0.00
~~:~ 7 if, y. 4- c ~
1.66
153694
((i~-L4~R
P(e~~ v~~~~J.
Run Q) Q.~ J
c?iylJrafl~ stotmg~TdDl:hallUn
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t=J
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Page 1
Station Len Orng Area Rnoff AreaxC 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) (inlhr) (cfs) (cfs) (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 90.00 830.40 825.00 830.80 825.53 831.10 831.53 UGO-1
Project File: LINE UGD-1.stm 10F 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 = 825.53 (ft)
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Page 1
Station Len Dmg Area Rnoff AreaxC Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (Inlhr) (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 90.00 830.40 825.00 830.80 825.53 831.50 831.50 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) .
-~
'-=tiy(lTafl~ sgm~vA;;JTcIOdlagn ~ -= LJ E:J
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Page 1
Station Len Omg Area Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (inlhr) (cfs) (cfs) (ftIs) (In) (%) (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
Project File: LINE UGD-9.stm IOF 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 = 826.59 (ft)
~yflniflrm sgmg~TcfDUlafRin CJ ~ CJ EJ EJ
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Page 1
Station Len Orng Area Rnoff AreaxC Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (Inlhr) (efs) (efs) (ftls) (In) (0/0) (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 10F 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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Page r
Station Len Drng Area Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (Inlhr) (cfs) (cfs) (ftls) (In) (%) (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 UG()..11
Project File: LINE UGD-11.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 = 826.63 (ft)
- ---'
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t= -==
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Page 1
Station Len Omg Area Rnoff Area xC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (Inlhr) (cfs) (cfs) (ftIs) (In) (%) (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 UGD-12
Project File: LINE UGD-12.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; Retum period = 10 Yrs.; Initial tailwater elevation = 825.44 (ft)
~H~afrow ~T~evJefJ TlDlalcfOtin CJ
c=:J
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LJ
t::=J
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t=J
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Page 1
Station Len Orng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (min) (min) (inlhr) (ets) (ets) (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 UGD-13.stm IDF File: Indystorm2000.IDF 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)
-==H~aftbW ~T~evJefJ TlDOldnan a=J
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Page 1
Station Len Dmg Area Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (Inlhr) (cfs) (cfs) (ftls) (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 UGD-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 UDG-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)
.
CltiytiTaflfiW s'iOt~Je]JTdDtala'<<dn CJ
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Page 1
Station Len Orng Area Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (min) (mln) (Inlhr) (efs) (efs) (ftls) (In) ('Yo) (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)
t=Hy{JTafllm s'Wt~vkfJTclUdla'tltin CJ
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Page 1
Station Len OmgArea Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (Inlhr) (cfs) (cfs) (ftls) (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 UGD-18
Project File: LINE UGD-18.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; Retum period = 10 Yrs.; Initial tailwater elevation = 826.18 (ft)
9iytlTaflf1Vt sgm~~TcfOdlagn a= a= LJ LJ
LJ LJ EJ t=J LJ
t==::J .-------.
. Pager
Station Len Orng Area Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (min) (mln) (Inlhr) (cfs) (cfs) (ftls) (In) ('Yo) (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 UGD-19.stm IDF File: Indystorm2000.IDF 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)
~{m'afQ stWt~vfeiJTQlcIiiOn CJ LJ LJ CJ CJ CJ LJ t:=J LJ
t:=J pale'-:
Station Len Orng Area Rnoff Area xC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (mln) (inlhr) (cts) (cts) (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 UGO-26
Project File: LINE UGO-26.stm IOF File: Indystorm2000.l0F Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity .. 56.97 I (Inlet time + 9.00) ^ 0.80; Retum period" 10 Yrs.; Initial tailwater elevation" 825.38 (ft)
-=H~afl~ s'Wt~evJafJTIU(.Ia'tR)n l=:
L:J
L:J
L:J
CJ
L:J
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r:=J
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r:=-~
Page 'I
Station Len Drng Area Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (ac) (ac) (C) (mln) (mln) (Inlhr) (cfs) (cfs) (ftIs) (In) (%) (ft) (ft) (ft) (ft) (ft) (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 5.03 12 8.00 826.96 826.00 827.34 826.20 831.68 831.00 UGD-27
Project File: LINE UGD-27.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)
9iy{iTafl~ s'iOtm~vfiiiJTcfDdlagn r==; CJ CJ CJ
~ E::J CJ t=J LJ
c::: EJ
Page r
Station Len OmgArea Rnoff Area xC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd , Rim Elev Line 10
cooff (I) flow full
Line To Incr Total Iner Total Inlet SY8t Size Slope Up On Up On Up On
Line
(ft) (ae) (ae) (C) (mln) (mln) (Inlhr) (ets) (ets) (ftI8 ) (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 UGO-31
,
Project File: LINE UGO-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; Retum period = 10 Yrs.; Initial tailwater elevation = 826.26 (ft)
-=JLty~fl~ SlO(m~wtn=T~la~n c=:J ~ -= ~
CJ LJ r=:J
a:::::=J -===
~ ~
Pager
Station Len Drng Area Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd I Rim Elev LlnelD
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up On Up Dn
Line
(ft) (ac) (ac) (C) (mln) (mln) (Inlhr) (cfs) (cfs) (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.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 = 825.50 (ft)
-=Hy'ti(af~ s'COT~--ev1ef;Tlmlla'Udn -== t=J --=== CJ CJ a::::=J CJ EJ CJ
t:::= pa~
Station Len Dmg Area Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (inlhr) (cfs) (cfs) (ftls) (In) (%) (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 UGD-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.lDF Total number of lines: 3 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Retum period = 10 Yrs.; Initial tailwater elevation = 827.00 (ft)
-=Hy-atilffovrl ~nfi'ev1iii)Tlo~la'ndn CJ' ~
CJ
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-==:J
t=.j'
a==
r:::::=J-
-=::=1 r=:=
Page 1
Station Len Omg Area Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (Inlhr) (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 UGO-34
Project File: LINE UGD-34.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)
t:::='H~afrow ~r~e~ TlDiulcllR)nt::=!' CJ -=1 -=:J t=1 c::J' r:=J' CJ t=J
t==. c=;
Page 1
Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (inlhr) (cfs) (cfs) (ftIs) (in) (%) (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
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)
C'tf~flfJW s'tOt~~T~I~'n LJ' LJ CJ -==:J
CJCJCJCJCJE:]"------:
Paa-e1--':
Station Len Dmg Area Rnoff AreaxC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (Inlhr) (cfs) (cfs) (ftls) (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.lDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Retum period = 10 Yrs.; Initial tailwater elevation = 826.16 (ft)
~H{iitafQ s'Wt~ev1efJTclUaIJOJn CJ CJ CJ CJ c:= CJ CJ CJ CJ
CJ P C=;1~
age
Station Len Orng Area Rnoff Area xC Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (inlhr) (cfs) (cfs) (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.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 I (Inlet time + 9.00) ^ 0.80; Retum period = 10 Yrs.; Initial tailwater elevation = 826.20 (ft)
t=:1H~afrow ~r~evtefJ TlUUlc:Im)n LJ CJ CJ CJ CJ CJ CJ LJ CJ
LJ pC,]
age
Station Len Orng Area Rnoff Area x C Te Rain Total Cap Vel Pipe Invert Elev HGL Elev Gmd 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) (min) (mln) (In/hr) (efs) (efs) (ftls) (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 UGD-56.stm IOF File: Indystorm2000.l0F 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)
t=J
t=J
t=J
Surface dasm tion tBbl.3.' ...
Mannin 's fau hne" coelf. n table 3-1 .
FlOW len h L total L<=300ft. .......ft.
Two.- r24hrrainfan P2...............ln.
Land 110 . I... .......Nfl
0.007 (nLrO.8
Tt = _ Computed Tt. ......hr.
P2^O.5 8110.4
Sur1ace de.er'l tion PAVED or UNPAVED ..
Flow len L... .. ...ft.
Watercourse.lo .... ............f'tJft
Avera velo V Ii UTe 3-1 ......tV.
Tt: U 3600 V ...........COm utedTt..hr.
Watershed or lubare. Tc or 11. ...tlr
Watershed or subarea Tc or 11. ...min
t==J
LJ
LJ
t=J
CJ
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LJ
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CJ
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LJ
LJ
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LJ
Project: PetwOOd Welt
Location: 96th Street and US31
Prepared By: JVR
Date: 0212712001
24
oyed
80
0.01
2.03282
""""
100
0.01
2.03282
aved eYed aved aved
100 60 60 80
0.01 0.01 0.01 0.01
2.03282 2.03282 2.03282 2.03282
YWMOXM4 'MMMtOO8 :~}mDJ)OB_: illtK~O:.ooa i'l>. -;';'-~ -.Y$
oyed
80 60 60
0.01 0.01 0.01
2.03282 2.03282 2.03282
~. )11
60
0.01
2.03282
15
0.01
2.03282
CJ
LJ
L:J
CJ
L:J
CJ
CJ
CJ
CJ
L:J
CJ
LJ
LJ
LJ
CJ
CJ
CJ
a==J
c=
53
ve. evo< evo. 8ved paved . evo< avo. vo< avo. avo< - - - - - -
60 60 100 120 60 60 60 50 120 60 60 60 60 30 50 50 60 50 70 70
~~ 2~2~~1 dt 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 0.01
~ 2.03282 2.03282 2.03282 2.03282 2.03262 2.03282 2.03282 2.03282 2.03282 2.03282 2.03282 2.03282 2.03262 2.03282 2.03282 2.03282
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Project p_ Wes1 Propooed CondtIono
location: US 311_
............ by: JVR
Dale: 0310112001
A... or"
0.02
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T_ 1~~..t!fNl\l
c.v_
0.25
0.85
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0.41
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0.12
0.42
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0.25
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0.03
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0.12
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c.v_ CxA
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1!!1lMl!
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0.25
0.85
TollIl: 1'411<<$1%%1 _
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0.07
0.31
TaIaI: IWi~~iiMI
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0.02
0.21
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0.13
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0.25
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1 %iwlt.~1
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0.08
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0.08
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0.03
0.15
T_IIIIII
Aruor'II
0.05
0.23
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0.14
0.46
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0.41
021
Tolo!: IIII1I!IilJJ2@iWl
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IB!1mHIJUI
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0.08
0.03'
Total: IWiWo:tt_1
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025
0.85
C.A
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A.... or %
0.04
0.13
T""':_
1''&Yk&lHl.m
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c-v_
0.25
0.85
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~
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0.11
0.33
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c-v_
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CxA
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~
0.11 0.25, :03
0.32 0.85 Wt':I ~ _ _ :,
Total: 1~...3UtU1
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0.t2
0.14
T_: 1*'ThOi26M@1
Area or %
0.08
0.t4
ToIaI: InTl1'9'aWgt1tl
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0.85
C,A
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025
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0.17
0.54
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c.value
025
0.85
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0.25
0.85
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0.23
0.24
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0.13
0.25
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0.09
0.28
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0.05
0.15
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C-Y_
0.25
0.85
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0.85
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0.25
0.85
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0.04
0.21
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0.01
0.11
COY.1Ue
0.25
0.85
CxA
I' ;'&.1..0.101
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Areaor%
0.04
0.18
C-VaJue
0.25
0.85
CxA
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IJMiiiiA~.j!l1
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0.13 0.9 .W....;.:$<.....:.:'-'r...~..... "'. ".
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0.05
0.21
Total: __
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0.02
0.'4
TotaI:_
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0.01
0.24
UMWWiM2I
Use C: 1!Wli<<1l4Wtl
c.value
0.25
0.85
Ii&l~
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c.value
0.25
0.85
CxA
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0.25
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0.02
0.08
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Area or"
0.08
0.21
T_: ...
Area or %
0.08
0.17
Total: l&tWOi21mml
Area or %
0.02
0.27
Total: Ut&-<<2IhItl
A.... or %
0.03
0.1
Total: l~i~WAJtat@]
c.value
0.25
0.85
CxA
IN%1*~1)iOlI
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C-V.lue
0.25
0.85
CxA
l/t%tttOtf91
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c.v....
0.25
0.85
CxA
IY"?;WO,181
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C-V.1ue
0.25
0.85
CxA
14'WWM#J231
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C-V.lue
0.25
0.85
CxA
1 W10%1.091
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I-D-F Curve - Indystorm2000.IDF
15
10
/ 1- Yr
/2-Yr
~ 3-Yr '
/ 5- Yr
/ 10- Y r
~ 25- Yr
/ 50- Yr
10 15 20 25 30 35 40 45 50 55 60 / 100-Yr
Tc (Min)
5
o
o
Client:
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Sheet:
of
Subject:
~~ It wooJ. kJtst-- - G -t,o~ ntSf' ofr#o.i"'\S
Order No.:
llOOLPERT
Computed by:
JvR
Date: 2.126/0' Checked by:
Date:
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