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Drainage Report
PARKWOOD WEST MASTER PLAN
Duke-Weeks Construction Limited Partnership
Indianapolis, Indiana
March 2001
TABLE OF CONTENTS
DRAINAGE SUMMARY & SITE MAPS ................................................................................. SECTION 1
DEVELOPED SITE DRAINAGE PLAN .................................................................................. SECTION 2
STORM SEWER CALCULATIONS ....................................................................................... SECTION 3
WATERSHED MAPS ..................................................:..................................................... SECTION 4
Woolpert Packwood Wesi Master Plan
March 2001 Duke-Weeks Construction Limited Partnership
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 corner of the site. This comer of the site does not
have an adequate outlet, therefore, the storm water will be dischazged into the I-465 side ditch.
The dischazge into this ditch will be limited to the 10-year pre-developed runoff rate of the 3.96
acres that aze draining there currently. This release rate was dictated by the Hamilton County
Drainage Ordinance. Since we are outleting into the I-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 aze designed to regulate the 100-year, 24-hour
rainfall event to the 9.41cfs release rate. This design releases 9.40cfs into the 15" pipe that
outlets into the I-465 side ditch on the north site of the property.
Woolpert Parkwood West Master Plan
March 2001 Duke-Weeks Construction Limited Partnership
Normal Pool Acrea a Volume
Pond A 826.00 0.23 2.06
Under 821.50 3.36
Deten.
I Release Rate I
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 azea and grass azea 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-
basinscan befound in Section 3 of this report.
Conclusion
The development of this property includes three multi-story office buildings, pazking 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 ] 0-
yeaz, 24-hour pre-development release rate, therefore, no adverse impacts are anticipated from
this development.
Woolped Packwood West Master Plan
March 2001 Duke-Weeks Construction Limited Partnership
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NATIONAL F100D INSURANCE PR06RAM
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~LOODHIAY ~ ~~~
FLOOD BOUNDARY AND ~°
FLOODWAY MAP
CITY OF
CARMEL, ~ _~f"
INDIANA
HAMILTON COUNTY
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a , {'-;'
PANEL I2 OF 14
ISEE MAP INDEX FOR PANELS NOT PRINTED)
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COMMUNITY-PANEL NUMBER
180081 0012 C
EFFECTIVE DATE:
MAY 19, 1981
federal emergency management agency
federal insurance administration
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96TH' STREET HAMILTON C
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MARION COUNTY
EXTRATERRITORIAL
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HAMILTON COUNTY, INDIANA - SHEET NUS
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EXISTING CONDITIONS
Woolped Packwood West Master Plan
March 2001 Duke-Weeks Construction Limited Partnership
Project: Parkwood West Date: 03/01/2001
Location: US 31/ 96th
Prepared by: SlP
Area 1
Total:
Use CN:
Area 2
Area or % Soil Type CN CN x A
Row Cro s SR, ood 1.18 B 78 ~. = -.9.2tQ4
Row Cro s SR, ood 1.19 C 85 0;15
#0
=-
_r
.0
Total:
Use CN:
Area 3
Area or % Soil Type CN CN x A
Row Cro s (SR, ood 8.65 B 78 6747,
Row Crops (SR, ood 10.00 C 85 _ -8,50
Woods fair) 0.34 B 60 ~21T%4
Woods fair 2.04 C 73 fi4892
0
Total:
Use CN:
Area 4
Area or % Soil Type CN CN x A
Row Cro s SR, ood 0.48 C 85 ~ 4D:8
Woods fair 0.24 B 60 i4'4
Woods fair 0.59 C 73 - X43'0
Row Cro s SR, d 0.42 B 78 '3276
_Q
Total:
Use CN:
Area 5
Use CN:
Area 6
Area or % Soil Type CN CN x A
Row Cro s (SR, ood 0.57 B 78 -m4446
Row Cro s (SR, ood 0.26 C 85 221'
Woods fair) 0.64 B 60 ~ _384
Woods fair 0.24 C 73 X1752
Pavement 0.43 98 _'" ,42:14
Total: "~2=~5'
Use CN:
Area 7
Total:
Use CN:
Total: ~ Ovi8
Surface descri lion PAVED or UNPAVED .... un aved un aved un aved un aved
Flow len th, L .....:......:............ft. 125 320 983 82
Watercourse slo e, s .................ft/ft 0.0096 0.0047 0.0068 0.0085
Avera a veloci , V fi ure 3-1 ......ft/s 1.580852 1.106126 1.330485 1.487527 0
Tt = U 3600 ...........Com used Tt..hr. ,U22 ' r080 "0'~D5 0.fJ~5' ~ DODO
Bottom Width ....................ft
De th ....................ft
Left Side Slope ?:1
Ri ht Side Slope ?:1
Cross sectional flow area, a..........ft^2 0 0 0 0 0
Wetted perimeter, Pw ....................ft 0 0 0 0 0
H draulic radius, r=a/Pw Com ute r....ft 0 0 0 0 0
Channel slope,s ......................ft/ft
Mannin 's rou hness coeff.,n.. See-next sheet
V= 1.49 r^Z3 s^1/2 /n Com uted V...ft/s 0 0 0 0 0
Flow len th, L ........................ft.
Tt = U(3600 V)...........Computed Tt..hr. ` _ 0,000 ~fFQ00 0000 0-000 ~-~„O~b00
Veloci ........................................ft/s
Len th ...........................................ft
Tt=V 3600v ......................Computed Tt..hr ,~~OOQ ~ 0000 - 0:000: . 0`000 ~,, , O U00
Watershed or subarea Tc or Tt.....hr ~ 0 2f5 0;~2~j OcS~~' 0~4~fi 0?Q54
Watershed or subarea Tc orTL....min T3 ,,,,25' ? ,,3'0 ~' °,e 2b , %g~~; 3
Project: Parkwood West Date: 03/01/2001
Location: US 31/ 96th
Prepared By: SLP
Advanced Interconnected Channel 8 Pond Routing (ICpR Ver 2.20) C7)
Copyright 1995, Streamline Technologies, Inc.
PARKHOOD HEST
tOYR EXISTING CONDIT10N5 03!01/01
G:\SD\PROJECTS\58661\ENGR\CALC\DET\EX[STING\tOYR
f xf ffxxfxx BaSln Sufmary - 2YR24HR fxfffxffxxtfxx,txxfax+ffxffxfffxxffxfxxxxefxfx
ffx
Basin Name: AREAL AREA2 AREAS AREA4 AREAS
Group Name: BASE BASE BASE BASE BASE
Node Name: - EX EX EX EX EX
Hydrog raph Type: UH UH UN UH UH
Unit Hydrograph: UH484 UH484 UH484 UN484 UH484
Peaking factor: 484.00 484.00 484.00 484.00 484.00
Spec lime Inc (min): 1.73. 3.33 4.D0 3.47 0.40
Comp Time Inc (min): 7.73 -3.33 4.00 3.47 0.40
Rainfall File: SCSII-24 SCSI!-24 SCSI)-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: ONSITE OFFSITE ONSITE ONSITE ONSITE
Time of Conc. (min): 13.00 25.00 30.00 26.00 3.00
Lag Time (hr): 0.00 0.00 0.00 0.00 0.00
Area (acres): 2.23 2.37 21.03 7.73 0.41
Vot of Unit Hyd (in): 1.00 1.00 7.00 1.00 1.00
Curve Number: 83.00 82.00 87.00 76.00 74.00
DCIA (%): 0.00 0.00 0.00 0.00 D.00
Time Max (hrs): 72.05 12.77 12.20 12.19 12.01
FIoN Max (cfs): 3.29 2.42 78.08 1.15 0.47
Runoff Volume (in): 7.16 7.10 1.04 0.78 ~ 0.69
Runoff Volume (cf): 9396 9468 79547 4895 1023
fff
Basin Name:
Group Name:
Node Name:
Nydrograph Type:
Unit Hydrograph:
Peaking Factor:
spec Time Inc (min):
Comp Time Inc (min):
Rainfall File:
Rainfall Amoun[ (iN:
Storm Duration (hr):
Status:
Time of Cont. (min):
Lag Time (hr):
Area (acres):
Vol of Unit Hyd (in):
Curve Nlnriber:
DC[A (%):
AREA6 AREA7
BASE BASE
EX EX
UH UH
UH484 UH484
484.00 484.00
4.00 7.46
4.00 7.47
SCSI-24 SCSII-24
2.64 2.64
24.00 24.00
ONSITE ONS[TE
30.00 56.00
o.oo o.oo
2.14 0.58
1.00 7.00
77.00 61.00
0.00 0.00
Time Max (hrs): 72.20 12.69
Flou Max (cfs ): 1.40 0.04
Advanced Interconnected Channel 8 Pond Routing (I CPR Ver 2.20) [2]
Copyright 1995, Streamline Technologies, Inc.
PARKHOOD HEST
)OYR EXISTING CONDITIONS 03/07/01
G:\SD\PROJECTS\58661\ENGR\CALC\DET\EXISTING\70YR
fffffffxxx Ba51n Summary - 2YR24HR fxfffffffxxfxxxxfxfffxfxxfffxffxxxfxxxxfxffff
Runoff Volume (in): 0.83 0.24.
Runoff Volume (cf ): 6435 - 501
FLou Max (cfs): 3.36 0.22
Advanced Interconnected Channel 8 Pond Routing (ICPR Ver 2.20) (2)
Copyright 1995, Streamline Technologies, Inc.
PARKN'OOD VEST
10YR EXISTING CONDITIONS 03/01/01
G:\SD\PROJECTS\58661\ENGR\CALC\DET\EXISTING\10YR
wxwxxxxxxx Basin SUmnary - 70YR24HR xwwwwwwxxwxwxxwxxxxxxxxxxxxxwxxxwxxwxw xwxxxx
Runoff Volume (in): 1.87 0.85
Runoff Volume (cf ): 14543 7791
Advanced Interconnected Channel 8 Pond Routing <ICPR Ver 2.20) [11
Copyright 1995, Streamline Technologies, Inc.
PARKUOOD VEST
10YR E%ISTING CONDITIONS 03/01/01
G:\SD\PROJECTS\58661\ENGR\CALC\DET\EXISTING\10YR
xxx+xxxxxf Ba51n Summary - 10YR24NR fxxxrf xxfwffewxxf xr.xfxfxfxxfffffx+rf+fef:fxf
fxx
Basin Name: AREA1 AREA2 AREA3 AREA4 AREAS--
Group Name: BASE BASE BASE BASE - BASE
Node Name: EX EX EX E% E%
Nydrograph Type: UH UH UN UH UH
Uni[ Hydrograph: UH484 UH484 UH484 UN484 UN484
Peaking Factor: 484.00 484.00 464.00 484.00 484.00
Spec Time Inc (min): 1.73 3.33 4.00 3.47 0.40
Comp Time Inc (min): 1.73 3.33 4.00 3.47 0.40
Rainfall file: SCSII-24 SCSII-24 SCSII-24 SCSII-24 SCSII-24
Rainfall Amount (in): 4.08 4.08 4.06 4.08 4.08
Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00
Status: ONSITE OFFSITE ONSITE ONSITE ONSITE
Time of Conc. (min): 13.00 25.00 30.00 26.00 3.00
Lag Time (hr): 0.00 0.00 0.00 0.00 0.00
Area (acres): 2.23 2.37 21.03 1.73 0.41
Vol of Unit Hyd (in): 1.00 1.00 7.00 1.00 t.00
Curve Number: 83.00 82.00 81.00 76.00 74.00
DCIA (%): 0.00 0.00 0.00 O.DO D.00
Time Max (h rs): 12.05 12.17 12.20 12.19 12,00
Fl ou Max (cfs ): 6.62 5.05 38.88 2.79 1,09
Runoff Volume (in): 2.35 2.27 2.19 1.80 1.65
Runoff Volume (cf ): 19039 19516 166876 11285 2460
...
Basin Name: AREAb AREA7
Group Name: BASE BASE
Node Name: EX EX
Nydrograph Type: UH UN
Unit Hydrog raph: UH484 UH484
Peaking Factor: 484.00 484.00
Spec Time Inc (min): 4.00 7.46
Comp Time Inc (min): 4.00 7.47
Rainfall File: SCSII-24 SCSII-24
Rainfall Amount (i n): 4.08 4.08
Storm Duration (hr): 24.00 24.00
Status: ONS[TE ONSITE
Time of Conc. (min): 30.00 56.00
Lag Time (h r): 0.00 0.00
Area (acres): 2.14 0.58
Vol of Unit Nyd (in): 1.00 1.00
Curve Number: 77.00 61.00
DCIA (%>: 0.00 0.00
Time Max (h rs): 12.20 12.57
1 D `~~- 2.~ ~~ FI owl = 9. ~ ~ C~5
PROPOSED CONDITIONS
art Packwood West Master Ptan
2001 Duke-Weeks Construction Limited Partnership
•
Client
Sheet: ( of _ ___~_
Order No.:
Computed by: Sl. C' Date: 3- l ~ ~ ~ Checked by:
Date:
Project: Parkwood West Proposed Conditions Date: 02/27!2001
Location: US 31/ 96th
Prepared by: SLP
B1
Use CN:
B2
Area or % Soil Tvae CN CN x A
Im ervious 0.95 98 `' Vii"
Grass 0.23 C 74 ;~-X17`-,~D2
0
0
:~a0
Total:
Use CN: 9~.
B3
Total:
Use CN:
Total: 2=5 ~ 22`6
84
Area or % Soil Type CN CN x A
Im ervious 1.72 98 ' ";°~F1;fi8~5&
Grass 0.41 B/C 68 ~~27,:$8
'~, _ 0
-~ ~~~,
--'- _ _~a
Total:
Use CN:
65
Total:
Use CN:
B6
Area or % Soil Type CN CN x A
Impervious 5.3 98 X14
Grass .1.48 B/C 70 ;''1't)36
Water 0.23 100 __=23
- :'~,0
Total; °~7rT~1'
Use CN: 92-
Offsite
Total:
Use CN:
Project: Parkwood West Date: 03/01/2001
Location: US 31/ 96th
Prepared By: SLP
Velocit .............. ..........................ft/s
Len th ................ ...........................ft
Tt=U 3600v ...... ........... Com uted Tt.. 0:040 X0.000' Ot000 ~, ,0 000 ~. ~ 0:000 ~0 000 O~ODO:
Advanced Interconnected Channel 8 Pond Routing (ICPR Ver 2.20) 11)
Copyright 1995, Streamline Technologies, Inc.
PARKNOOD NEST 03/01/01
PROPOSED CONDITIONS
G:\SD\PROJ\58661\ENGR\CALC-1\DETENT\PROPOSED\100YR24HR
•~"•;iitte Node Maximum Conditions - 100YR24N ~~i~~{'~;;;e~i~~ay~~~rx+~~~~x++~++~3~3+N+t++at~ttt~i~~s~rii~~i~~~xa~+~a~~~i+a+.
(Time units - hours)
Node Group Max Time Max Stage Narning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow
Name Name Conditions (ft) Stage (f t) Stage (ft) Area (sf) Inflow (cfs) Outf tow (cfs)
OUT BASE 10.00 821.00 824.00 0.0130 93.60 12.87 9.40 0.00 O. DO
PONDA BASE 75.36 831.97 833.00 0.0026 79791.88 72.00 42.47 17.68 1.33
UGDETENI BASE 12.67 828.48 828.50 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 73.49
UGDETEN3 BASE 72.87 828.48 829.17 0.0034 1794.36 12.00 41.90 72.00 31.95
Advanced Interconnected Channel 8 PoM Routing (tCPR Ver 2.20) [17
Copyright 1995, Streamline Technologies, Inc.
PARKNOOD HEST
PROPOSED CONDITIONS 03/01/01
G:\sD\PROJ\58661 \ENGR\CALL-1\DETENT\PROPOSED\100YR24HR
++++++rrrr 80S1n Summary - 100YR24H rr+xrxrrrrr+xxx+x+++++++++++++++++++++rrxrr+
r+r
Basin Name: 81 82 B3 B4 BS
Group Name: BASE BASE BASE BASE BASE
Node Name: UGDETENI UGDETEN3 UGDETEN3 UGDETEN2 UGDETEN2
Nydrog raph Type: UN UH UH UN UH
Unit Hydrograph: UH484 UH484 UH484 UH484 UH484
Peaking Factor: 484.00 484.00 484.00 484.00 484.00
Spec Time Inc (min): 1.87 0.93 2.00 1.20 1.47
Comp Time Inc (min): 1.87 0.93 2.00 1.20 1.47
Rainfall File: SCSII-24 SCS11-24 SCSI!-24 SCSI!-24 SCSI!-24
Rainfall Amount (in): 6.00 6.00 6.00 6.00 6.00
storm Duration (hr): 24.00 24.00 24.00 24.00 24.00
Status: ONS[TE ONSI TE ONSITE ONSITE ONSITE
Time of Conc. (min): 14.00 7.00 15.00 9.00 11.00
Lag Time (hr): 0.00 0.00 0.00 0.00 0.00
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
DCIA (X): 0.00 0.00 0.00 0.00 0.00
Time Max (hrs): 12.04 11.99 12.07 12.02 12.03
Ftou Max (cfs): 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
rxx
Basin Name:
86
OFFS[TE
Group Name: BASE BASE
Node Name: PONDA UGDETEN2
Hydrograph Type: UN UN
Unit Nydrograph: UH484 UH484
Peaking Factor: 484.00 484.00
spec Time Inc (min): 1.47 3.33
Comp Time Inc (min): 1.47 3.33
Rainfall File: SCSI!-24 SCSI!-24
Rainfall Amount (in): 6.00 4.08
Storm Duration (hr): 24.00 24.00
St aius: ONSITE OFFSITE
Time of Conc. (min): 11.00 25.00
Lag Time (hr): 0.00 0.00
Area (acres): 7.01 2.37
Vol of Unit Hyd (in): 1.00 1.00
Lurve Number: 92.00 68.00
DCIA (%): 0.00 0.00
Time Max (hrs): 12-03 72.17
Fl ou Max (cfs): 43.06 2.64
Advanced Interconnected Channel 8 Pond Routing (tCPR Ver 2.20) [2]
Copyright 1995, Streamline Technologies, Inc.
PARKNOW NEST
PROPOSEG CONDITIONS 03/01/01
G:\SO\PROJ\58661\ENGR\CALC-1\DETENT\PROPOSED\100YR24HR
ffffffffff Ba51n Summary - 100YR24H fffffffffffffff+ffffffffffffffffffffffffffff
Runoff Volume (iN: 5.06 7.25
Runoff Volume (cf ): 728802 70790
Advanced Interconnected Channel 8 Pond Routing (ICPR Ver 2.20) (1)
Copyright 7995, Streamline Technologies, [nc.
PROPOSED CONDITIONS FOR PARKNOOD NEST, 7~-UNDERGRND
++x+++++++ Input Report ++++++++++++++++++++++++++++++++++++++++++++++++++++++++
________Class: Node_____________________________________________________________
Name: OUT Base Flou(cfs): 0 Init Stage(ft): 820
Group: BASE Narn Stage(ft): 824
Conment:
Time(h rs) Stage(f t)
0 820
5 820.5
70 821
20 821
30 820.5
40 820
________Class: Node__________________
Name: PONDA Base FIoN(cfs): 0
Group: BASE
Connrent:
Stage(fU Area(ac)
826 0.2323
827 0.266
828 0.302
829 0.34
830 0.376
831 0.4152
832 D_4557
833 0.4975
-------Class: Node--
Name: UGDETENI Base Flou(cfs): 0
Group: BASE
Cortment:
Stage(fU Area(ac) [Manhole, Flat Floor)
____________________________________
[nit Stage(f t): 826
Warn Stage(f U: 833
]nit Stage(f U: 821_5
Narn Stage(f t): 828.5
821.5 0.07
825 0.01
828.5 0.01
________CLass: Node____________ _____________________________________
Name: UGDETEN2 Base Fl ou(cfs): 0 Inii Stage(f t): 822.24
Group: BASE Uarn Stage(ft): 829.24
comment:
Stage(fU Area(ac)
822.24 0.01
825.74 0.01
829.24 (Manhole, Flat Floor?
0.01
Advanced Interconnected Channel 8 Pond Routing (ICPR Ver 2.20) C27
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDIT )ONS FOR PARKNOOD VEST,7'-UNDERGRND
•~~~»r+~~ Input Report '~+~+•~~rrffx+•x,~~+iryywf~xx+~f~eyta~a~eYa~x+~•+ix+~+++~~
________Class: Node-______-___'_________'______________________________'_______
Name: UGDETEN3 Base FIoN(cfs ): 0 Init Stage(ft): 822.77
Group: BASE Uarn Stage(f t): 829.17
Comment:
Stage(ft) Area(ac) [Manhole, Flat Floor)
822.17 0.07
825.67 0.01
829.77 0.01
________Class: Pipe_____________________________________________________________
Name: L1
Group: BASE
UPSTREAM
Geometry: Circular
Span(in): 73.55
Rise(in>: 73.55
I nvert(ft): 827.5
Manning's N: 0.073
Top Clip(in): 0
Bottom Clip(in): 0
From Node: UGDETENi Length(ft): 176
To Node: OUT Count: 1
DDUNSTREAM Equation: Average K
Circular FIoN: Both
13.55 Entrance Loss Coef: 0.5
73.55 Exit Loss Loef: 0
821 Bend Loss Coef: 0
0.013 Outlet Cnt rl Spec: Use do or to
0 Inlet Cnt rt Spec: Use do
0 Stabilizer Option: None
Upstream FNL1A Inlet Edge Description:
Circular Concrete: Square edge u/ headwall
t
Downstream FHLIA Inlet Edge Description:
Circular Concrete: Square edge u/ headwall
Advanced Interconnected Channel 8 Pond Routing (ICPR Ver 2.20) l3]
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDITIONS FOR PARK11000 NEST,7'-UNDERGRND
r»xrrrrrr Input Repart rrrxrxxxxxxxxxrxxrrrrrrrrrrrrrrxxxxrxxxxxxrxxxxxrrrr»rr
________Class: Pipe_____________________________________________________________
Name: L2 From Node; UGDETEN2 Length(ft): 2960
Group: BASE To Node; UGDETENI Count: 1
UPSTREAM DOLINSTREAM Equation: Average K
Geanetry: Circular Circular Flow: Both
Span(in): 84 84 Entrance Loss Coef: 0.5
Rise(i N: 84 84 Exit Loss Coef: 0
Invert(ft): 822.24 821.5 Bend Loss Coef: 0
Marning's N: 0,013 O.D13 Outlet Cntrl Spec: Use do or tw
lop Clip(in): 0 0 Inlet Cntrl Spec: Use do
Bottom Clip(in): 0 0 Stabilizer Option: None
Upstream FHNA Inlet Edge Description:
Circular CMP: HeaduaLl 2 1
Downstream FHVA Inlet Edge Description:
Circular CMP: Headwall 2 1
________Llass: Pipe__________________________ _________________
Name: L3 Fran Node: PONDA Length(f U: 63
Group: BASE To Node: UGDETEN2 Lount: 1
UPSTREAM DOUNSTREAM Equation: Average K
Geanetry: Circular Circular Flow: Both
Span(in): 5.5 5.5 Entrance Loss Coef: 0.5
Rise(in): S.5 5.5 Exit Loss Coef: 0
Invert(f t): 826 825.5 Bend Loss Coef: 0
Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use do or tw
Top Clip(in): 0 0 inlet Cnt r( Spec: Use do
Bottom Clip(in): 0 0 Stabilizer Option: None
Upstream FHVA Inlet Edge Description:
Circular Concrete: Square edge u/ headwall
1
Downstream FNMA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall 1
Advanced Interconnected Channel & Pond Routing ([CPR Ver 2.20) f4)
Copyright 1995, Streamline Technologies, Inc.
PROPOSED CONDITIONS FOR PARKUOOD NEST.7'-UNDERGRND
•iy~ie~~~• Input Report •~~ittr~»~+~~~~»wfr~wii~~f,~af.~~~wt+++~erisw;~;itx~t•
-'--'---Class: Pipe---'----------'------'-----'--"--'-----'-----'-'---'----
Name: C4 From Node: UGDETEN3 Length(fU: 840
Group: BASE To Node: UGDETEN7 Couni: 1
UPSTREAM DOUNSTREAM Equation; Average K
Geometry: Circular Circular Flow; Both
Span(in): 84 84 Entrance loss Coef: 0.5
R ise(iN: 84 84 Exit Loss Coef: 0
Invert(fU: 822.77 821.5 Bend Loss Coef: 0
Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use do or tw
Top Cli p(in): 0 0 ]nlet Cntrl Spec: Use do
Bottom Clip(in): 0 0 Stabilizer Option: None
Upstream FHNA Inlet Edge Description:
Circular [MP: Headwall 2
Downstream FHNA lnl et Edge Description:
Circular CMP: Headwall - 2
Advanced Interconnected Channel 8 Pond Routing (ICPR Ver 2-20) [t7
Copyright 1995, Streamline Technologies, Inc.
PARKNOOD NEST
PROPOSED CONDITIONS 03/01/01
G:\SD\PROJ\58661\ENGR\CALC-T\DETENT\PROPOSED\t00Y
********** LiNK CONNECTIVITIY --- G:\SD\PROJECTS\58661\ENGINE-t\CALCUL-t\DETENT-
Index link Fran To U/S D/S
Nurber Name Node Node Link Type Geometry Geometry
1 Lt UGDETENI WT Pipe Circ. Circ.
2 L2 UGDETEN2 UGDETENI Pipe : Circ. Circ.
3 L3 PONDA UGDETEN2 Pipe Lirc. Circ.
4 L4 UGDETEN3 UGDETENI Pipe Circ. ; Circ.
•
•
•
•
•
•
•
•
•
•
•
•
•
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•
•
Advanced Interconnected Channel & Pond Routing (ICPR Ver Z.20) [7)
Copyright 7995, Streamline Technologies, Inc.
COMPARISON OF 1YR 24HR STORM TO THE 03/07/01
EXISTING 2YR 24HR STORM
G:\SD\PROJECTS\58661\ENGR\CALCS\DETEN\PR\1YR24HR
xrrrrrxxrx 8a51n Sunmary - 1YR24HR xxxxxxxrxxxrrxrrrrrrrrrrrrrrrrrxx:rrrr»rrxxr
xxx
Basin Name: ALL
Group, Name: BASE
Node Name: OUT
Hydrograph Type: UH
Unit Hydrograph: UH484
Peaking Factor: 484.00
Spec Time Inc (min):. 2.00
Caro Time !nc (min): .2.00
Rainfall File: SCSI I-24
Rainfall Amount (in): 2.74
Storm Duration (hr): 24.00
Status: ONSI TE
Time of Conc. (min): 15.00
Lag Time (hr): 0.00 -
Area (acres): 25.44
Vol of Uni[ Hyd (in): 1.00
Curve Number: 89.00
DCIA (%): 0.00
Time Max (hrs):
Flow Max (cf s): 12.07
50.79 /~
~ ~-I. ~ ~ .C 15-5 ~ ~ ~ ~_
Runoff Vo(une (inl: 1.66
Runoff Volume (cf ); 753694
P(ec~Le lle~~e~
~ur~o~~,
Page 1
Station Len Drng Area Rnoff
coeff Area x C Tc Raln
(I) Total
flow Cap
full Vel Plpe Invert Elev HGL Elev Grnd / Rlm Elav Llne ID
Line To
Line
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(min) Syst
(min)
(In/hr)
(cfs)
(cfs)
(Ws) Sfze
(In) Slope
(°/) Up
(ft) Dn
(ft) Up
(ft) Dn
(ft) Up
(ft) Dn
(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 UGD-1
Project File: LINE UGD-t.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 / (Inlet time + g.00) " 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 825.53 (R)
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Page 1
Station Len Drng Area Rnoff
coeff Area x C Tc Rain
(p Total
flow Cap
full Vel Pipe InveR Elev HGL Elev Grnd /Rim Elev Line ID
Llne To
Llne
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(min) Syst
(min)
(inlhr)
(cfs)
(cfs)
(Ws) Slze
(in) Slope
(%) Up
(k) Dn
(k) Up
(ft) Dn
(k) Up
(ft) Dn
(k)
1 End 6.0 0.23 0.23 0.80 0.18 0.16 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-Ot-2001
NOTES: Intensity = 56.97 / (Inlet time + g.00) " 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 825.53 (k)
••~y~raa~ow~torm~ewer•T'ab~~atio!••••••••••••••••••••••P•e•
Station Len Drng Area Rnoff
coeff Area x C Tc Rain
(I) Total
flow Cap
full Vel Pipa Invert Elav HGL Elav Grnd I RIm Elev Line ID
Line To
Line
(k) Incr
(ae) Total
(ac)
(C) Incr Total Inlet
(mIn) Syst
(min)
On/hr)
(efs)
(cfs)
(Ws) Size
(in) Slope
(%) Up
(k) Dn
(k) Up
(k) Dn
(k) Up
(ft) Dn
(k)
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 IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-Ot-2001
NOTES: Intensity = 56.97 / (Inlet time + g.00) " 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 826.59 (R)
••~y~r~~o~i~t~r~i~~wer~ab~~atior~••••••••••••••••••••••••
Page 1
Station Len Drng Area Rnoff
coeff Area x C Tc Raln
(I) Tota!
flow Cap
full Vel Pipe Invert Elev HGL Elev Grnd /Rim Elev Llne ID
Line To
Llne
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(mIn) Syst
(min)
(in/hr)
(cfs)
(cfs)
(Ws) Size
(in) Slope
(°/) Up
(ft) Dn
(k) Up
(ff) Dn
(ff) Up
(ft) Dn
(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
i
Project File: LINE UGD-10.stm IDF File; Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 / (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs. ; Initial lailwater elevation = 826.80 (H)
••~y~~~ow~torm~ewer~ab~l~tio~••••••••••••••••••••••P~e•
Station Len Drng Area Rnoff
coeff Area x C 7c Rain
(I) Total
flow Cap
full VeI Pipe Invert Elev HGL Elev Grnd I Rim Elev Llne ID
Llne To
Line
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(min) Syst
(min)
(In/hr)
(cts)
(cfs)
(fUS) Slze
(In) Slope
(%) Up
(ft) Dn
(ft) Up. ~
(ft) Dn
(ft) Up
(ft) Dn
(ft)
1 End 30.0 0.22 0.00 0.63 0.14 0.00 5.0 0.0 0.0 0.00 0.00 0.00 12 2.00 826.60 826.00 0.00 826.63 831.49 831.00 UGD-11
Project File: LINE UGD-11.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 / (Inlet time + 9.00) " 0.80; Return period = 10 Yrs.: Initial tailwater elevation = 826.63 (ft)
Page 1
Station Len Drng Area Rnoff
coeff Area x C Tc Raln
(I) Total
flow Cap
full VeI Pipe Invert Elev HGL Elev Grnd I Rlm Elev Line ID
Line To
Line
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet Syst
(min) (m(n)
(inlhr)
(cfs)
(cfs)
(ft/s) Size
(in) Slope
(%) Up
(ft) Dn
(ft) Up
(ft) Dn
(ft) Up
(ft) Dn
(ff)
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.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 ! (Inlet time + g.00) " 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 825.44 (ft)
••~j~d~~o~S~b~,'~~~e~-i~a~ul~a~o1~••••••••••••••••••••••••
Page t
Station Len Drng Area RnoH Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd /Rim Elev Line ID
coeft (I) flo f
ll
Line To incr Total Incr Total Inlet Syst w u Size Slope Up Dn Up Dn Up Dn
L)ne
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (fUs) (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 i 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 / (Inlet time + g,00) " 0.80; Return period = 10 Yrs. ; Initial tailwaterelevation = 826.50 (fl)
••~~dr*a~o~ir~~r~n~~v~er~ab~~{~or~••••••••i•••••••••••••••
Page 1
Station Len Drng Area Rnoff Area x C Tc Raln Total Cap Vel Plpe Invert Elav HGL Elev Grnd I Rim Elev Llne ID
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Slze Slope Up Dn Up Dn Up Dn
Line
(ft) (ac) (ac) (C) (min) (min) (Inlhr) (cfs) (cfs) (ft/s) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 30.0 0.26 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: Indystonn2000.IDF Total number of lines: 4 Run Date: 03-Ot-2001
NOTES: Intensity = 56.97 / (Inlet time + g.00) ^ 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 826.50 (ft)
••~~rafi~ow5torm~ewer•T~~ab~~atio!••••••••••••••••••••••P•8•
Station Len Drng Area RnoH
coeH Area x C Tc Rain
(I) Total
flow Cap
full Vel Pipe Invert Elev HGL Elev Grnd /Rim Elev Llne ID
Line To
Line
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(min) Syst
(min)
(inlhr)
(cfs)
(cfs)
(ft/s) Size
(in) Slope
(°/) Up
(ft) Dn
(ft) Up
(ft) Dn
(ft) Up
(ft) Dn
(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 / (Inlet time + g.00) ^ 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 825.51 (ft)
Page 1
Station Len Drng Area Rnoff
coeff Area x C Tc Raln
(I) Total
flow Cap
full Vel Pipe Invert Elev HGL Elev Grnd I Rlm Elev Line ID
Line To
Llne
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(min) Syst
(min)
(in/hr)
(cfs)
(cfs)
(fUs) Size
(in) Slope
(%) Up
(ft) Dn
(ft) Up
(ft) Dn
(ft) Up
(ft) Dn
(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.IDF Total number of lines: 1 Run Date: 03-01-^.001
NOTES: Intensity = 56.97 ! (Inlet time + g,00) ^ 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 826.18 (ft)
Page 1
Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd /Rim Elev Llne ID
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) (min) (min) (inlhr) (cfs) (cfsj (k/s) (in) (%) (k) (ft) (k) (k) (k) (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 0.27 825.26 825.00 826.69 826.50 832.28 831.00 UGD-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.Z 9.27 11.62 3.50 24 0.25 625.83 825.57 82].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 0.44 827.38 826.83 828.10 827.56 829.90 830.25 22-24
Project File: LINE UGD-19.stm IDF File: Indystorm2000.IDF Total number of lines; 6 Run Date: 03-Ot-ZOOi
NOTES: Intensity = 56.97 / (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs. ; Initial taiiwater elevation = 826.50 (ft)
••Ayd~a~ow~tor~n~~v~er~`t~~ab~~t~ori ••••••••••••••••••••••••
Page 1
Station Len Drng Area Rnoff
coeff Area x C Tc Raln
(I) Total
flow Cap
full Vel Pipe InveR Elev HGL Elev Grnd /Rim Elev Line ID
Line To
Line
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(min) Syst
(min)
(inlhr)
(cfs)
(cfs)
(fUs) Size
(in) Slope
(°/) Up
(ft) Dn
(ft) Up
(ft) Dn
(ft) Up
(ft) Dn
(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 90.00 830.40 825.00 830.70 825.38 837.53 831.65 UGD-26
Project File: LINE UGD•26.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 / (Inlet time + 9.00) " 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 825.38 (ft)
••~ydra~ow~torm~ewer•1'~ab~~tio~••••••••••••••••••••••••
Station Len Drng Area Rnoit
coeff Area x C Tc Raln
(I) Total
flow Cap
full Vel Pipe Invort Elev HGL Elev Grnd I Rim Elev Line ID
Llne To
Line
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(min) Syst
(min)
(in/hr)
(cfs)
(cfs)
(fUs) Size
(In) Slope
(%) Up
(k) Dn
(ft) Up
(ft) Dn
(k) Up
(k) Dn
(k)
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 / (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs. ; Initial taiiwater elevation = 826.20 (ft)
••~yd~~ovv~t~ mS!w !`~'!b!l~to~••••••••••••••••••••••••
Page t
Station Len Drng Area RnoN
coeH Area x C Tc Raln
(I) Total
flow Cap
full Vel Pipe Invert Elav HGL Elav Grnd I Rim Elev Lina ID
Line To
Llne
(k) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(min) Syst
(min)
(in/hr)
(cfs)
(cfs)
(ff/s) Slze
(in) Slope
(%) Up
(H) Dn
(ft) Up
(ft) Dn
(ft) Up
(ft) Dn
(ft)
1 End 14.0 0.47 0.47 0.56 0.26 0.26 10.0 10.0 5.5 1.44 10.07 5.48 12 8.00 827.12 826.00 827.91 826.26 830.34 831.00 UGD-31
Project File: LINE UGD-31.stm IDF File: Indystorm2000.IDF - Total number of lines: 1 Run Dale: 03-01-2001
NOTES: Intensity = 56.97 / (Inlet time + g.00) ^ 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 826.26 (ft)
••~y~r~a~o~i~t~rr~i~~wer~bti~tiort••••••••••••••••••••••••
Page 1
Station Len Drng Area Rnoff
coeff Area x C Tc Raln
(I) Total
flow Cap
full Vel Plpe Invert Elev HGL Elev Grnd I Rlm Elev Llne ID
Llne To
Llne
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(mfn) Syst
(min)
(inlhr)
(cfs)
(cfs)
(fUs) Slze
(in) Slope
(%) Up
(ft) Dn
(k) Up
(ft) Dn
(ft) Up
(ft) Dn
(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 / (Inlet lime + 9.00) ^ 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 825.50 (ft)
Page 1
Station Len Drng Area Rnoff Area x C Tc Raln Total Cap Vel Plpe Invert Elev HGL Elev Grnd I Rlm Elev Llne ID
coeff (7) flow full
Line To Incr Total Incr Total Inlet Syst Slze Slope Up Dn Up Dn Up Dn
Llne
(ft) (ac) (ac) (C) (min) (min) (Inlhr) (cfs) (cfs) (ft/s) (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 UGD33
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 3330
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 UGD33.stm IDF File: Indystonn2000.IDF Total number of lines: 3 Run Date: 03-Ot-2001
NOTES: Intensity = 56.97 / (Inlet time + 9,00) " 0.80; Raturn period = 10 Yrs. ; Initial tailwater elevation = 827.00 (ft)
••Q~~~o~GSts~,~~~~t,I~tfoR••••••••••••••••••••••••
Page 1
Station Len Drng Area Rnoff
coeff Area x C Tc Rafn
(I) Total
flow Cap
full Vel Pipe Invert Elev HGL Elev Grnd /Rim Elev Line ID
Line To
Line
(ft) Incr
(ac) Total
(ac)
(C) incr Total Inlet
(min) Syst
(min)
(in/hr)
(cfs)
(cfs)
(fVs) Size
(in) Slope
(%) Up
(ft) Dn
(ft) Up
(ft) Dn
(ft) Up
(ft) Dn
(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 I
UGD-34
I
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i
Project File: LINE UGD-34.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01.2001
NOTES: Intensity = 56.97 / (Inlet time + g.00) " 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 826.20 (ft)
Page 1
Station Len Drng Area Rnoff Area x C Tc Raln Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Llne ID '.
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) (min) (min) (inlhr) (cfs) (cfs) (ff/s) (In) (%) (ft) (ft) (ff) (ft) (ff) (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
i 36-37
I
I
Project File: LINE POND-36.stm IDF File: Indystorm2000.IDF Total number of lines: 2 Run Date: 02-28-2001
NOTES: Intensity = 56.97 / (Inlet time + 9,00) " 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 827.61 (ft)
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Page 1
Station Len Drng Area Rnoff
coeH Area x C 7c Raln
(1) Total
flow Cap
full Vel Pipe Invert Elev HGL Elev Grnd /Rim Elev Llne ID
Line To
Line
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(min) Syst
(min)
(in/hr)
(cfs)
(cfs)
(fUs) Size
(In) 31ope
(%) Up
(ft) Dn
(ft) Up
(ft) Dn
(ft) Up
(ft) Dn
(ft)
1 End 50.0 0.03 0.03 0.85 0.03 0.03 5.0 5.0 7.0 0.18 3.56 2.02 12 1.00 826.50 826.00 826.68 826.16 831.20 831.00 UGD-54
Project File: LINE UGD-54.stm IDF File: Indystorm2000.IDF Total number of lines: 1 Run Date: 03-01-2001
NOTES: Intensity = 56.97 / (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 826.16 (ft)
Page 1
Station Len Drng Area Rnoff
coeff Area~x C Tc Raln
(I) Total
flow Cap
full Vei Plpe Invart Elev HGL Elev Grnd I Rim Elev Lino ID
Line To
Line
(ft) Incr
(ac) Total
(ac)
(C) Incr Total Inlet
(min) Syst
(min) ,
(in/hr)
(cfs)
(cfs)
(fVS) Slze
(In) Slope
(%) Up
(ft) -Dn
(ft) Up
(ft) Dn
(ft) Up
(ft) Dn
(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 / (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs.: Initial tailwater elevation = 826.20 (ft)
Page 1
Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd /Rim Elev Line ID
coeff (I) flow full
Line To Incr Total Incr Tofal Inlet Syst Size Slope Up Dn Up Dn Up Dn
Line
(k) (ay (ac) (C) (min) (min) (In/hr) (cfs) (cfs) (fUs) (In) (%) (ft) (ft) (ft) (ft) (ft) (k)
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 UGD-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 t8 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 t2 0.70 827.11 826.07 827.81 826.79 911.00 911.00 57-58
Project File: LINE UGD-56.s1m IDF File: Intlystorm2000.IDF Total number of lines: 3 Run Date: 03-01-2001
NOTES: Intensity = 56.97 / (Inlet time + 9.00) ^ 0.80; Return period = 10 Yrs. ; Initial tailwater elevation = 826.10 (fl)
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