HomeMy WebLinkAboutDrainage Calculations
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Drainage
Calculations
PROJECT:
Hilton Gardens Inn
131st Street and Pennsylvania Street, Southwest corner.
Carmel, Indiana
PREPARED FOR:
Meridian Hotel Partners, L.L.C.
DATE: 07-02-01
DESIGNER: Mike Hoff
CHECKED BY: John Zant
JOB NUMBER: 3781.001
The Schneider Corporation
8901 Otis Avenue
Indianapolis, Indiana 46216-1037
317-826-7100
317 -826-7200 Fax
, Schneider
S:\3k\3781 \001 \drainage\drainrep.doc
July 2. 2001
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PROJECT CRITERIA
DESIGN CRITERIA
These drainage calculations are based on given data and design criteria as
follows:
Site location:
This project is located at the Southwest corner of 1315t Street and Pennsylvania
Street, in Hamilton County, Carmel, Indiana.
Terrain and existing ground condition:
The site is currently meadow and wild grasses cover types. The site slopes
generally from southeast to northwest at 2% - 3%. A large 48" by 33" CMP
crossing under US 31 accepts the stormwater discharge from the site, and
eventually outlets into Williams Creek.
Adjoining land conditions:
North, South, East, and West: Commercial
Soil types:
Soils maps from the United States Department of Agriculture, Soil Conservation
Service identify Shoals (Sh), and Crosby (CrA) "c" soil types. The distribution of
these soils on the site is approximately 25% C soils and 75% C soils.
Design storm frequency:
The detention area is designed for a 100 year storm event.
REFERENCES
Data and design methods are based on the following references:
1. Hamilton County Soils Survey
2. Indiana Drainage Handbook by Christopher B. Burke
3. . 210-VI-TR-55, Second Ed., June 1986
4. ICPR 2.11 Pond Modeling Program by Streamline Technologies, Inc.
OVERALL WATERSHED
Williams Creek
IU
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EXISTING
EXISTING SITE DATA
The site is currently meadow and wild grasses cover types. The site slopes
generally from southeast to northwest at 2% - 3%. A large 48" by 33" CMP crossing
under US 31 accepts the stormwater discharge from the site, and eventually outlets into
Williams Creek.
The 1 O-year existing peak runoff rate is 19.87 cfs, from the 10-year, six-hour
storm.
A soils map and flood data of the proposed site and surrounding areas are
included in the Exhibits section of this report.
Following are design data and calculations.
o
THE SCHNEIDER CORPORATION
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TR-SS - PREUMINARY DETENTION ANALYSIS
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Date:
6/22/01
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Project No.:
Project Description:
County:
Description
3781.001
Hilton Garden Hotel
Carmel, IN
Quick Basin Analysis
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I
Acres
Basin ID:
Basin Area:
SITE
4.728
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Iworksheet 2: Runoff curve number and runoff
Cover
Soil Type Group Description
CN
D
Shoals typical C soil (Sh)
Croaby typical C soil (CrA)
semi-developed
semi-developed
79
79
C
C
PRE
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0/0 Area CN x % Area
75.00 5925.00
25.00 1975.00
...................................................................................................
100.00 7900.00
POST
~. QggHgH~179 ~ ~ ~1
CN L-!.~_,.j
Sheet Flow segment ID
Row Length (<300 ft) ( ft ) 0.00 295.00 PRE
Two year 24-hr rainfall 2.90 2.90
Land Slope (ft/ft) 0.002 0.013 0.000
Surface coeff. 0.200 0.011 0.00
Shallow concentrated flow
Row Length ( ft ) 540.00 0.00
Slope (ft/ft) 0.006 0.013
(Paved / Unpaved) U P 0.127 Time (hrs) 0.00
Ave. Velocity 1.18 2.30 7.63 Time (min) 0.00
Shoals typical C soil (Sh)
Croaby typical C soil (CrA)
C
C
semi-developed
semi-developed
94
94
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2 yr - 24 hr
10yr-24hr
100yr- 24 hr
2.9
4.2
5.8
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Worksheet 3: Time of concentration (Tc) or travel time en)
segment ID segment ID
PRE POST
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Designed by RON
Page 1
75.00
25.00
7050.00
2350.00
100.00
9400.00
CN
~^94~"'H"'~
~ ~ ~ ~: ~~j
~
Q (in)
POST
Q (in)
1.12 2.25
2.13 3.52
3.50 5.10
Tr55IN
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Channel Flow
Cross Sec. Area ( ft^ 2 )
Wetted Perimeter ( ft )
Hydraulic Radius ( ft )
Channel Slope ( ft/ft )
Manning's Coeff.
Velocity ( ft/s )
Row Len ft
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THE SCHNEIDER CORPORATION
1.00
1.00
1.00
1.000
1.000
1.49
0.00
1.00
1.00
1.00
1.000
1.000
1.49
0.00
o.ao
0.00
Total Time (hrs) =>
Total Time (min) =>
PRE
0.13
7.63
Iworksheet 4 - Graphical Peak Discharge method
~
sq.mi
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Drainage Area
Runoff Curve No.
Time of Concentration
Rainfall Distribution Type
Pond and Swamp areas
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0.0074
19
0.13
:u
hr
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.IWorksheet 6a - Detention basin storage I
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Drainage area, Am
Design Storm
Peak inflow = Post lOo-year
Peak outflow = Pre lo-year
outflow I inflow
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Time (hrs)
Time (min)
a.oo
0.00
POST
0.06
3.65
~
0.0074 sq. mi
94
0.06 hr
II
POST
2 YR Storm 10 YR Storm 100 YR Storm
2.90 4.20 In
JU.2II D..12Il In
0.044 0.030
.11U .uzg csm/ln
2.25 3.52 In
1.0 1.0
2 YR Storm
19.31 cfs
0.007 mi^2
100 yr
44.14 cfs
14.46 cfs
0.33
Storage vol. I Runoff vol., VsfVr
Runoff, Q (from worksheet 2)
Runoff volume, Vr=Q*Am*53.33
Storage volume, Vs=Vr*(vsfVr)
0.72
=> DETENTION REQUIRED =
PRE
Frequency 2 YR Storm 10 YR Storm 100 YR Storm
Rainfall (24 hr) P 2.90 4.20 5.80
Initial abstraction Ia D..UZ ~ D..UZ
Compute Ia/p 0.183 0.127 0.092
Unit Peak Discharge 2DS. .ug .ua
Runoff, Q 1.12 2.13 3.50
Pond & Swamp adj. factor 1.0 1.0 1.0
Peak discharge 100 YR Storm
q (cfs) 23.88
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ASSUME STAGING OF POND =
SURFACE AREA OF POND =
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Designed by RCW
AC-FT
3
0.24
FT
AC
Page 2
0.36
5.10 in
2.01 ac-ft
0.72 ac-ft
Tr55IN
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ID
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20)
copyright 1995, Streamline Technologies, Inc.
HILTON GARDEN HOTEL - EXISTING SITE
********** Basin Results Comparisons ****************************
Simulation Name Time Max Flow Max Runoff Volume Runoff Volume
(hrs) (cfs) (in) (cf)
-----------------------------------------------------------------
*** Basin Name:
24H10Y
24H5Y
24H1Y
12H10Y
12H5Y
12H2Y
6H10Y
6H5Y
6H2Y
3H10Y
3H5Y
3H2Y
2H10Y
2H5Y
2H2Y
1H10Y
1H5Y
1H2Y
ESITE
12.02
12.02
12.02
6.04
6.04
6.04
3.05
3.05
3.05
1.58
1.58
1.58
1.07
1.09
1.09
0.59
0.59
0.59
14.40
12.05
6.09
19.42
15.18
10.08
U2...ill
15.02
9.32
17.25
12.21
7.10
14.78
11.41
6.49
19.36
9.07
4.45
2.11
1. 75
0.88
1. 71
1.34
0.90
1.28
0.99
0.64
0.94
0.68
0.43
0.74
0.59
0.37
0.80
0.41
0.22
36171
30070
15044
29384
23031
15507
21994
16920
11015
16069
11754
7378
12728
10147
6267
13790
6959
3m
[1]
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - EXISTING
********** Input Report ********************************************************
--------Class: Basin------------------------------------------------------------
Basin: ESITE Node: ESITE Status: On Site Type: SCS Unit Hydr
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount(in):
Area(ac) :
Curve #:
DCIA(%):
UH484
SCSII-24
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4.728
79
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Peak Factor: 484
Storm Duration(hrs): 0
Concentration Time(min): 7.63
Time Shift(hrs): 0
--------Class: Simulation-------------------------------------------------------
S:~3K~3781~001~RAINAGEesYMS~24H10Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
OVerride Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall Fi le:
Yes
24
4.18
SCSII-24
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [2]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - EXISTING
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:83K837818001eoRAINAGE8SYMS824H5Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
D
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---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:83K837818001eoRAINAGE8SYMS824H1Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
24
3.74
SCSII-24
D
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---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): D
Delta Z Factor: D
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): D
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
24
2.56
SCSII-24
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [3]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - EXISTING
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********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:83K83781eD0180RAINAGE8SYMS812H10Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
o
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---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:83K83781800180RAINAGE8SYMS812H5Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
12
3.69
SCSII-24
o
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---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
12
3.21
SCSII-24
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [4]
copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - EXISTING
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********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:e3Ke3781~01~RAINAGEesyMSe12H2y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
o
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---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: PInc(min): To Hour: PInc(min):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:e3Ke3781e001~RAINAGEeSYMS86H10Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfal l Fi le:
Yes
12
2.6
SCSII-24
D
o
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: PInc(min): To Hour: PInc(min):
12 5 12 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfal l Fi le:
Yes
6
3.13
SCSII -24
o
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [5]
Copyright 1995, Streamline Technologies, Inc.
HilTON GARDENS HOTEL - EXISTING
D
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:~3K~3781~001@ORAINAGE~SyMSa6H5Y
Execution: Both
Header: HilTON GARDEN HOTEL - EXISTING SITE
o
o
---------HYDRAUlICS-----------------------------HyDROlOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
12 5 12 5
---------GROUP SElECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:~3K~3781~001@ORAINAGE~YMSa6H2Y
Execution: Both
Header: HilTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount ( in):
Rainfall File:
Yes
6
2.72
SCSII -24
D
o
o
o
---------HYDRAUlICS-----------------------------HYDROlOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
12 5 12 5
---------GROUP SElECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
6
2.2
SCSII-24
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [6]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - EXISTING
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:.3K.3781.001~RAINAGE.SyMS.3H10y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
o
o
---------HYDRAULICS-----------------------------HyDROLOGy--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:.3K.3781.001~RAINAGE.SyMS.3H5Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
3
2.65
SCSII-24
o
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D
o
---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
OVerride Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
3
2.27
SCSII-24
o
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [7]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - EXISTING
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
s:e3Ke3781eD01eoRAI NAGEeSYMse3H2Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: PInc(min): To Hour: PInc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
s:e3Ke3781eD01eoRAINAGEeSYMse2H10Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
OVerride Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Y~
3
1.84
SCSII-24
o
o
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: PInc(min): To Hour: PInc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
2
2.36
SCSII-24
o
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D
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o
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [8]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - EXISTING
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:~3K~3781~001~RAINAGE~SyMS~2H5y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
D
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---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: PInc(min): To Hour: PInc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:~3K~3781~01~RAINAGE~SYMS~2H2Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
2
2.12
SCSII-24
o
D
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: PInc(min): To Hour: PInc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
OVerride Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
2
1.72
SCSII-24
o
o
o
o
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o
o
o
o
o
o
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Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [9]
copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - EXISTING
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:e3Ke3781~01~RAINAGEesyMSe1H10y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
o
D
---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: PInc(min): To Hour: PInc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:e3Ke3781e001~RAINAGEesYMSe1H5Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
1
2.46
SCSII-24
o
o
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: PInc(min): To Hour: PInc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
1
1.8
SCSII-24
o
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D
o
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D
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [10]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - EXISTING
D
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:~3K~3781~001eoRAINAGE~SYMS~1H2Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
D
D
---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
1
1.42
SCSII-24
D
o
D
o
D
o
D
D
o
o
o
o
o
o
o
Q
o
o
D
o
D
o
o
o
o
o
o
o
o
o
o
o
o
PROPOSED
PROPOSED SITE DATA
The proposed development of the site includes a new stormwater collection
system, which will convey the runoff into the proposed detention pond. This detention
pond utilizes a 12" pipe outlet structure to reduce the site's peak runoff rate. Flow is
then conveyed to the existing 48" by 33" CMP crossing under US 31, which eventually
outlets into Williams Creek.
All runoff from the proposed development on the site is routed to the detention
area.
DESIGN SUMMARY
The detention area was sized using the SCS Type-II Distribution (as required).
The site basin 410 includes the roof drains in the sizing of the proposed storm sewer.
From the modeling it was determined that the 12-hour storm is the critical duration
producing the greatest proposed discharge and flood stage.
The proposed discharge is 5.58 cfs. The proposed 1 OO-year and 10-year
discharge rates are less than the existing 1 O-year discharge rate. No adverse impacts
are anticipated from this development.
~
t::=J
~
CJ
CJ
CJ
CJ
THE SCHNEIDER CORPORATION
STORM ORAIN FLOW TABULATION FORM. RATIONAL METHOD
PROJECT NAME Hilton Gardens Hotel Overall Drainage
STORM FREQUENCY DESIGN YEAR
10
LOCATION r INLET I ACRES , COEF.
from to.' AREA I sub , total , "C"
t::=J
TIME CONC. mln)
Inlet drain total
406
SUM
CA CA 1
""",:,:,:,:,:,:,:,,:,
: """""",1 406 , 0.22 I,,:: ..:I 0.90 0.20 h,:<H
407 1:,,>>>>>>1 0.22 1:::"":':<<",>,,1 0.20 I
5.00
5.00
: . . . .
0.61
PROJECT No. 3781
C]
CJ
r:=J
INT.
"I"
"Q""
CIA
Q(cfs)
1.36
1.36
06/28101
5
17.62
o
18.26
o
18.85
5
5.68
8
8.73
5
9.23
11
11.18
6.98
6.98
6.98
4.32
9.93
4.19
9.93
4.11
6.98
6.98
5.87
5.87
6.95
5.79
5.31
5.31
CALCULATED
PIPE (fuln n" 0.013
size 1 sloDe 1 vel.
(In) I % I (fps)
. '" .....::
12 I 0.15 I 1.74
. . <,>1< >>, 408 I 0.16 r- <<I 0.90 I 0.15 1<<<:1 15.54 1:::"",,<' 16 I 4.47 I 0.65 k . . . . . . . . .
408 I 407 h<<,>><<1 0.16 k,>>>>: :<1 0.15 1 15.54 1 1.08 1 16.62 , 4.47 I 0.65 I 12 1 0.03 1 0.83
1.00
0.64
0.60
0.68
0.30
0.50
0.41
5
5.61
2.29
2.89
4.10
6.34
2.07
7.08
15 I 0.20 I 2.35
........,..............
. . . . . . . . . . .
.............. .
18 I 0.36 I 3.59
.... ::
........ .
.......... .
24 1 0.10 1 2.25
407 1 0.36
0.90 1 0.33
5.00
16.62
407 409
0.74
0.67
409 I 0.46
0.90 I 0.41
409 410
......... .
......... .
......... .
......... .
. . . . . . . . . .
......... .
......... .
1.68
1.51
17.62
410 I 0.26
0.80 I 0.21
410 411
....................
;:;:;:;:;:;:;::.;.'
18.26
1.94
1.72
""""",,:1;: "",,::::1 Roof I 0.48 1":""":"'1 0.90 I 0.43 F"""",! 10.66 1:::::,:::,::,1 11 1 5.33 1 2.30 r,>':': .....:.:..
Roof 1 410 I>,"""'" ',>>:::1 0.48 k<.... ,<,:,:::1 0.43 1 10.66 1 0.13 I 10.79 I 5.33 I 2.30 I 8 I 3.61 I 6.59
.. ....... 401 I 0.15 . . 0.90 1 0.14 .. .:. 5.00
. ..... .. 0.15 .: .... : . 0.14 5.00
402 I 0.23 0.85 I 0.20 ::::::::::::: 8.43
;.: '.';. :':.': 0.38' .... 0.33 8.43
........... .. .. 403 1 0.08 0.88 I 0.07 ::,:,:,:,:::: 5.09
404 ::;"::;:::;::::,,,:,,::,:, 0.46 ::" .... : 0.40 8.73
404 I 0.38 1<<<:1 0.85 , 0.32 L<,>I 10.77 ..
, 404 1 405 V>>>>>>, 0.84 r..... ':'>, 0.72 1 10.77
401
402
402
403
403
0.94
0.94
1.15
1.94
0.48
2.32
1.70
3.82
12 1 0.07 1 1.20
12 1 0.30 1 2.48
12 I 0.42 I 2.95
:;I::
15 I 0.35 I 3.12 I 77 I 0.35 I 3.82 I
Page 1
CJ
'C:J
CJ
COMPUTED BY:
CHECKED BY:
Pipe
lennth
(ft)
Pipe
sloDe
%
DESIGN
MaxQ MaxV
full full
(cfs) (fps)
64 '0.30 , 1.96 J 2.50
MFH
JCZ
CJ
MANHOLE
INVout INV In
U/S D/S
T.C.= 870.44
867.94 867.75
,C]
HGL
inMH
outMH
869.27
869.27
..... . ..... .. ,::,>>>T T.C.= 1870.331869.24
54 I 0.30 I 1.96 I 2.50 I 867.83 1 867.67 I 869.24
141 T 0.35 T 3.84 T 3.13
: : : : : : : : : : ~ : ; : : : : : : :: :
137 I 0.36 1 6.33 1 3.58
81 I 0.12 I 7.96 1 2.53
T.e."
867.25
T.e.=
866.65
T.e.=
865.65
870.00
866.75
869.75
866.15
869.00
865.55
869.08
869.08
868.58
868.58
868.09
868.09
>>>>>>>1 T.C.= 1871.80 1870.06
50 I 4.00 I 2.42 I 6.92 I 869.30 I 867.30 I 870.06
49 1 0.30 I 1.96 I 2.50 867.94
T.e."
44 I 0.30 1 1.96 1 2.50 867.69
T.e."
89 1 0.42 1 2.31 1 2.95 867.46
T.e."
3.11 I 866.73
T.e."
870.44
867.79
870.60
867.56
870.20
867.08
870.15
866.46
868.91
868.91
868.76
868.76
868.63
868.63
868.26
868.26
CJ
! .:::=:J
r=J
MH
Headloss
DEPTH Coeff. at
TC-INV Manhole
406
2.50 0.00
408
2.50
0.00
407
2.75
0.00
409
3.10
0.00
410
867.99
867.55
Roof
3.35
0.00
Normal Pool
" Crown
2.50
0.00
401 2.50
0.00
402 2.91
0.00
403 2.74
0.00
404 3.42
867.99 Normal Pool
867.71 "Crown
0.00
c=J
c=J
C:J
c:::::J
c:::::J
c:::::J
c=J
c=J
c:::::J
c=J
c:=J
CJ .c:J
c:=J
c:::::J . c:::::J
c:::::J 1c=J
c:=J
.
... .
Time of Concentration . Worksheet
Basedon TR-55
PROJECT: Hilton Ganlens Hotel Overall Drainage
.fQiJ #: 2832
.. : ,.,.., ....,....'
..
TvniealvalueSforMannilil>:'sn ' ..", .. Tvoicalvalues for Manning'sn
,... "OverlandFlow ,..'T ........'."~" ...,= ') Qninches Channel Flow
..Shot;tgrliSs, .. .,.... '.' .,0.IS0, ,........ ....................>/.. " grass ".'.. ....0.030 J
de~~gr1!5s>.....Q.24(L > ..... ., ....., .......... ... ..... ". .....>~ncrete ..... oms
"..""Olwement,...,."...".,."oml""n. ',.",,> .'.", .... .., '.......,..... '.rio-tan .....0.035 '.
'.:' ..,....... ..". ...... ..
1.27 0.200 15.54', ....'. "" ."."
."., > "."
, '.
15;54
.,
5.00
408
100
409
170
0.47 0.0113.47.
:,
1.91 0.011 1.98
410
120
0.80 0.200 21.63
65 1.54 0.011 .1.00 10 1.50
15 1.50 0.200 3;19
120 0.20 0.011 3.70
U 1.98 0.08
. .
5.00
. ,. ..,.
407
170
5.00
5.00
...
Roof 236 0.20 0.021 10.66
..
...
401 126 2.27 0.011 .1.46 63 1.06 0.011 L13 10 1.50 U 1.98 0.08
.,' .. .,.,..
402 120 1.67 0.011 .{S8 40 1.75 0.200 J 5' 36 1.11 P ,1.14 0:28
...".. .. .............,.
403 65 1.29 0.011 .."07 20 1.50 0.200 , [)' , ."..,.., ,
..... ..
404 260 1.47 0.011 45 1.50 0.200 ..,.'" .....:'..................'...'
. ..... i" · .....:...'...... ,..
10;66
5;00
. 5.00
8.43'
5jj9
. '.
I .n '7'7
"
D
o
D
D
o
o
o
o
o
o
o
o
D
o
o
o
D
D
u
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
********** Input Report ********************************************************
--------Class: Node-------------------------------------------------------------
Name: BNDY Base Flow(cfs): 0 Init Stage(ft): 867.75
Group: BASE Warn Stage(ft): 867.75
Comment:
Time(hrs) Stage(ft)
o 867.75
24 867.75
--------Class: Node-------------------------------------------------------------
Name: PSITE Base Flow(cfs): 0 Init Stage(ft): 867.99
Group: BASE Warn Stage(ft): 871
Comment:
Stage(ft) Area(ac)
867.99 0
868 0.247
869 0.292
870 0.338
871 0.386
--------Class: Basin------------------------------------------------------------
Basin: PSITE Node: PSITE Status: On Site Type: SCS Unit Hydr
Group: BASE
Unit Hydrograph: UH484
Rainfall File: SCSII-24
Rainfall Amount(in): 0
Area(ac): 4.728
Curve #: 94
DCIA(%): 0
Peak Factor: 484
Storm Duration(hrs): 0
Concentration Time(min): 3.65
Time Shift(hrs): 0
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
o
D
D
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [2]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
********** Input Report ********************************************************
--------Class: Pipe-------------------------------------------------------------
Name: OUTLET From Node: PSITE Length(ft): 78
Group: BASE To Node: BNDY Count: 1
UPSTREAM DOWNSTREAM Equation: Average K
Geometry: Circular Circular Flow: Both
Span(in): 12 12 Entrance Loss Coef: 0.5
RiseCin): 12 12 Exit Loss Coef: 0
Invert(ft): 867.99 867.75 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 w/ headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
--------Class: Simulation-------------------------------------------------------
S:e3Ke3781e001~RAINAGEeSYMpep24H10Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: PlncCmin):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm DurChrs):
Rain AmountCin):
Rainfall File:
Yes
24
4.18
SCSII-24
o
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [3]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:.3K.3781~01~RAINAGE.SyMpep24H5y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
D
D
---------HYDRAULICS-----------------------------HyDROLOGy--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:.3K.3781.001~RAINAGE.SyMpeP24H1y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
y~
24
3.74
SCSII-24
D
D
D
o
---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
OVerride Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
24
2.56
SCSII-24
o
o
D
o
o
o
o
D
o
o
o
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [4]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--......Class: simulation...-------......-.---------------.......-------...-..--
S:~3K~3781eo01eoRAINAGE~SyMpep12H10y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
o
o
......---HYDRAULICS----..---------.-------------HyDROLOGY------------.--...--
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: PInc(min):
24 5 24 5
----..---GROUP SELECTIONS----.--.-----------------.--.---...---------.....---
+ BASE [06/27/01]
--------Class: Simulation--------.---------------------....--.---------.-.------
S:~3K~3781~001eoRAINAGE~SYMP~P12H5Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
12
3.69
SCSII-24
o
o
o
o
-------.-HYDRAULICS---.....---------------------HYDROLOGY-..--...-----------.
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: PInc(min):
24 5 24 5
-------.-GROUP SELECTIONS..-----------.---.-----------------------.----------
+ BASE [06/27/01]
OVerride Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
12
3.21
SCSII-24
o
o
o
o
o
o
o
o
o
o
o
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [5]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:83K83781eo0180RAINAGE~SYMpep12H2Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: PInc(min): To Hour: PInc(min):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:83K83781eo0180RAINAGE8SYMP8P6H10Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
12
2.6
SCSII -24
o
o
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: PInc(min): To Hour: PInc(min):
12 5 12 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
6
3.13
SCSII -24
o
o
o
o
o
D
o
o
o
D
D
D
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [6]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:83K83781800180RAINAGE8SYMpep6H5Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
12 5 12 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:83K83781800180RAINAGE8SYMP8P6H2Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Our(hrs):
Rain Amount(in):
Rainfall File:
Yes
6
2.72
SCSII-24
o
o
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: PInc(min): To Hour: PInc(min):
12 5 12 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
6
2.2
SCSII-24
o
D
D
D
D
D
o
o
D
o
D
D
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [7]
copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:83K83781~01~RAINAGE8SyM~P3H10y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
o
o
---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: PInc(min): To Hour: PInc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:83K83781~01~RAINAGE8SYMP8P3H5Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
3
2.65
SCSII-24
o
o
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: PInc(min): To Hour: PInc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
3
2.27
SCSII-24
o
o
o
D
o
o
o
D
D
D
o
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [8]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:~3K~3781~001~RAINAGE~SyMP~P3H2y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
o
o
---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:~3K~3781~001~RAINAGE~SYM~P2H10Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
3
1.84
SCSII-24
o
o
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
2
2.36
SCSII-24
o
o
o
o
D
u
o
o
u
D
o
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [9]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
D
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:83K837818001~RAINAGE8SyMpeP2H5y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
D
D
---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:83K83781eo01~RAINAGE8SYMP8P2H2Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
2
2.12
SCSII-24
o
D
D
D
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
2
1.72
SCSII-24
D
D
D
D
o
o
D
D
D
D
o
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [10]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:83K83781~018DRAINAGEesYMP8P1H10Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
D
D
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:83K837818D018DRAINAGE8SYMP8P1H5Y
Execution: Both
Header: HILTON GARDEN HOTEL - EXISTING SITE
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
1
2.46
SCSII-24
o
D
D
D
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): D
Delta Z Factor: 0
Time Step Optimizer: D
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
1
1.8
SCSII-24
D
D
D
D
o
o
o
D
o
o
o
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [11]
Copyright 1995, Streamline Technologies, Inc.
HilTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:@3K@3781@001~RAINAGE@SyMP8P1H2y
Execution: Both
Header: HilTON GARDEN HOTEL - EXISTING SITE
o
o
---------HYDRAUlICS-----------------------------HyDROlOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SElECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:@3K@3781@Q01~RAINAGE@SYMP8P1H100Y
Execution: Both
Header: HilTON GARDENS HOTEL - PROPOSED
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
1
1.42
SCSII-24
o
o
o
o
---------HYDRAUlICS-----------------------------HYDROlOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: Plnc(min): To Hour: Plnc(min):
6 5 6 5
---------GROUP SElECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
1
3.06
SCSII-24
o
o
o
o
o
D
D
o
D
o
D
D
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [12]
copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:83K837818001eDRAINAGE8SYMP8P2H100Y
Execution: Both
Header: HILTON GARDENS HOTEL - PROPOSED
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: PInc(min): To Hour: PInc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
S:83K837818001eDRAINAGE8SYMpeP3H100Y
Execution: Both
Header: HILTON GARDENS HOTEL - PROPOSED
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
2
3.31
SCSII-24
o
o
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 600
To Hour: PInc(min): To Hour: PInc(min):
6 5 6 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
3
3.66
SCSII-24
o
o
o
o
o
o
o
o
o
o
o
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [13]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
s:e3Ke3781e001aoRAINAGEeSYMP8P6H100Y
Execution: Both
Header: HILTON GARDENS HOTEL - PROPOSED
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 6
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
12 5 12 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
--------Class: Simulation-------------------------------------------------------
s:e3Ke3781eD01aoRAINAGEe5YMpeP12H100Y
Execution: Both
Header: HILTON GARDENS HOTEL - PROPOSED
OVerride Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
6
4.25
SCSII-24
o
o
o
o
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 12
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
24 5 24 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
OVerride Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
12
5.15
SCSII-24
o
o
o
o
D
o
o
o
o
o
o
o
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [14]
Copyright 1995, Streamline Technologies, Inc.
HILTON GARDENS HOTEL - PROPOSED
o
********** Input Report ********************************************************
--------Class: Simulation-------------------------------------------------------
S:e3Ke3781~01~RAINAGEeSYMP@P24H100Y
Execution: Both
Header: HILTON GARDENS HOTEL - PROPOSED
o
o
---------HYDRAULICS-----------------------------HyDROLOGY--------------------
Max Delta Z (ft): 0
Delta Z Factor: 0
Time Step Optimizer: 0
Drop Structure Optimizer: 0
Sim Start Time(hrs): 0
Sim End Time(hrs): 24
Min Calc Time(sec): 0
Max Calc Time(sec): 1440
To Hour: Plnc(min): To Hour: Plnc(min):
~ 5 ~ 5
---------GROUP SELECTIONS----------------------------------------------------
+ BASE [06/27/01]
Override Defaults:
Storm Dur(hrs):
Rain Amount(in):
Rainfall File:
Yes
24
5.8
SCSII-24
o
o
o
D
D
o
o
o
o
o
D
D
D
o
o
D
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
EXHIBITS
EXHIBITS
Vicinity Map
Soil Map
Zoning Map
Wetland Map
Flood Map
D
o
o
o
o
o
o
o
o
o
o
o
o
D.
o
o
o
o
o
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D
D
o
SOilS MAP
NOT TO SCALE
LEGEND
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Sh - Shoals silt loam
CrA - Crosby silt loam, 0 to 3 percent slopes
8-2
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MERIDIAN TECHNOLOGY CENTER
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NA nONAl FLOOD INSURANCE PROGRAM
FIRM
FLOOD INSURANCE RATE MAP
CITY OF
CARMEL,
INDIANA
HAMILTON COUNTY
PANEL 7 OF 14
(SEE MAP INDEX FOR PANELS NOT PRINTED)
COMMUNITY.PANEL NUMBER
180081 0007 C
EFFECTIVE DATE:
MAY 19, 1981
federal emergency management agency
federal insurance administration
-~--- -~
--- --- ---
------~- ---