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7260 SHADELAND STATION
INDIANAPOLIS, INDIANA
46256-3957
(317) 547-5580
FAX (317) 543-0270
www.amercons.com
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J,\MES A WURSTER, PE, MA, LS
WILLIS R. CONNER. p,
JAMES A KOVACS, ES
GREGORY L. HEN,'JEKE, PE
CHARLES P. UNTERREINER, PF. PS
R,~NDAL J. S.~GE, PE
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MAX P. NEWKIRK, LS
II. ROY SHURTLEfF, PE
MICHAEL H. WENNING, PE
CLINTON L. SPARKS, PE
GORDON L. RICHARDSON, IS
DAVID A. DAY, PE
MICHAEL R. HOOPINGARNER, AlA
MICHAEL ,\1. JONEI, AlA
CYNTI'M L. FORT, PE
JEFFREY A CLAHON, PE
ROOERT E. HITTI.E, ES
MARLIN A Kf\iOWLES, JR, PE
MICHAEL J. KOYAK. PI'.
FRED M. fACKENTHAL, AlA
JAMES K. KEEfE, PC
JOSEPH J. GUIDROZ III, AI.~
STEVEN R. ORU,'JS, PE
ROBERT E. CREVISTON, JR., M~
mW.~RD J SWeETLAND, LS
CASH E O\NFlELD, PE
DONALD G. CORSON, PE
I\LEN FETAHAGIC, PE
j,IMIE L. POCZfKAY, PE
MICHAEL B. CLINE, PE
M. SEM,f PORTER, PE
P.~UL il. ENDRIS II. RA
WEBB BERNHARDT. PE
MICH,~ElS. Ht\RK,'JESS, PE
WILLIAM i. BOUCHER, PE
CHKISTOPHER F. MURrHY. PC
DALE T. (SKIP) FR:\'Jcrs, PC
GKEl;ORY R. SUSEMICHEL, PC
SABER ATMAR. PC
PETER M. HODAPP. PC
KATHLEEN M. BERGER, RLA,
DAVIDA. SMITH. .".I.A,
KWH A. CORB"'N, PE
ROBERT S. BROWN, PE
MICHAEL T. LATZ, PE
THOMAS W. CANeIlL"'. AlA
RUSSEll L BUECHE. AI.'\
IOHN N. HOOD, LS
AWIN MANDAlll PE
ANDREW D. RENTSCHLEK: PE
JENNIFER M. ALFORD, PE
PAUL DE:,NY, PE
MICHAELL. BISHOp I.S
DAVID C. GEORGE, PC
CI<",IG M. PARKS, PC
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REGISTRATION
11'101/""',\. OHIO
KENTUCKY. MICHIG/\N
ILLINOIS. MISSOURI
MARYLAND . .~RKANSAS
SOUTI'I DAKOTA. IOWA
. NEBRASKA, KANSAS
TENNEsseE. WISCONSIN
FLORIDA. WEST VIRGINIA
GEORGIA. MISSISSIPPI
PEN,'JSYLVANIA. IDAHO
VIRGINIA. MINNESOTA
COLORADO. CAliFORNIA
ARIZONA. WA,SHINGTO:N
ALABAMA. NEW YORK
NEW IERSEY. LOUISIANA
UT/\H . MASSACHusms
SOUTH CAROLINA. TEX,AS
CONNECTICUT ,MAINE
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OFFICES
INm~NAPOLIS, IN
COl. LIMBUS. OH
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AMERICAN CONSULTING~ INC.
Architects
Co mm It (JIlls
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, Ilgutecrs
Drainage Computations Summary
for
Clarian Health North Campus
116th and Meridian
Hamilton County
Carmel, Indiana
PREPARED FOR:
CLARIAN HEALTH
INDIANAPOLIS, INDIANA 46268
PREPARED BY:
AMERICAN CONSULTING, INC.
7260 SHADELAND STATION
INDIANAPOLIS, INDIANA 46256
January 17, 2003
Revised February 4, 2003
Submitted by:
Jamie L. Poczekay, PE
Kathy Berger, RLA
ARCHITECTUI<E STRUCTURAL CIVIL ENVIRONMENTAL TRANSPORTATION PLANNiNG SURVEYli'iC FORENSIC [NGIi'!EERING
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AMERICAN CONSULTING, rNC.
TABLE OF CONTENTS
DRAINAGE COMPUTATIONS SUMMARY
APPENDIX A SITE MAPS
APPENDIX B
EXISTING DRAINAGE INFORMATION
PROPOSED DRAINAGE INFORMATION
APPENDIX C
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AMERICAN CONSULTING, INC.
Drainage Computations Summary
Clarian Health North Campus
Location:
Th is project site is located north of 116'11 Street, west of US 31, cast of Spring Mill Road, and south of the Ritz
Charles property in Hamilton County, Carmel, Indiana. The proposecllll inois Street will bisect the property. The
hospital facil ity will be constructed on the east side of Illinois Street. The project is not within the I OO-year flood
zone as shown by the Flood Insurance Rate Map 180081 0007 C, effective May 19, 1981. A copy of the site
vicinity map, flood insurance rate map, and soils survey map are included in Appendix A.
Project Description:
This project consists of the construction of a hospital and adjoining medical office building. This building
includes a recessed loading dock and emergency helicopter pad. A central plant located to the northeast will
support the facility. The northern pond will collect stormwatcr from the area north of the hospital and west of
Illinois Street that is part of the W.R. Fertig Watershed. The southern pond will collect stormwater from the east
and south sides of the hospital and the southern portion of Illinois Street. These ponds will be interconnected
with a 36" RCP along Illinois Street. The southern pond will then outlet to an existing culvert under US 31 in the
southeast corner of the property.
Existing Drainage:
The property contains 107 acres, of which approximately 66.4 acres drain to the southeast and through two
culverts under US 3 J. Approximately 28.2 acres drain to a private tile in the southwest corner. Approximately
three acres drain to the 1100iheast comer of the site to an existing culvert under US 31, The remaining 10.9 acres
drain to the northwest corner of the site.
Proposed Drainage:
The majority of the site is part of the restricted W.R. Fertig Watershed. The allowable discharge for the site has
been predetermined by Hamilton County to be 0.24 cfs per acre for the I OO-year storm for only the area already
inc luded 1f\ the watershed. The pot1ion of the Clarian North site draining toward the proposed outlet is 66.357
acres. A 4.164 strip of land will remain undeveloped along the US 31 right-of-way. Therefore, 62. I 93 acres was
used to determine the allowable outflow rate of 14.93 cfs from the proposed detention areas.
A pond has been designed using 1CPR to meet the restrictions noted above. The pond outfall consists of a 19"
control orifice at the normal pool elevation. The outfall structure conveys stormwater to a ditch that tlows to the
culvert under US 31. Please find below a summary ofthe proposed drainage results.
Table 2: Pro osed Dischar e Summary
lOO-year Discharge
Event cfs)
NOIth ond N/ A
South and ] 4.52 cfs
lOO-yr. Stage
(ft)
854.87
852.90
Based on the results presented above, the proposed 1 DO-year peak discharge meets the maximum allowable
discharge. Site drainage calculations can be found in Appendix C.
Conclusions:
No adverse impacts are anticipated as a result of this design
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AMERICAN CONSULTING, INC.
APPENDIX A
SITE MAPS
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COMMUNITY.PANEl NUMBER
180081 0001 C
EFFECTIVE DATE:
MAY 19. 1981
N~TIDNIl FlD~D INSURANCE PROGR~M
FIRM
FLOOD INSURANCE RATE MAP
CITY OF
(:::ARMEL,
INDIANA
HAMILTON COUNTY
IS!.E Iol.V INtH.i'l ~OA "'",/I;f~ NOT ,.nlNTEDI
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federal emergency manllllemenl age.ncy
fedllrallnsurnnC'.B administration
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AMERICAN CONSULTING, INC.
APPENDIX B
EXISTING DRAINAGE INFORMATION
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AMERICAN CONSULTING! INC.
APPENDIX C
PROPOSED DRAINAGE INFORMA nON
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POND N
STAGE AREA
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B55 2,31 B
B54 2,144
853 1,973
852 1,807
851,6 1.741
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36" RCP
LENGTH 214'
INV U/S 851.6
INV D/S 851
MH
STAGE AREA
'1i'560.0001
851 0.0001
NODAL
DIAGRAM
36" Rep
LENGTH 843'
INV UlS B51
INV D/S 848.6
POND S
STAGE
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B52
851
850
849
8486
AREA
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4.255
4.009
3.766
3.528
3.433
30" Rep
LENGTH 400'
INV U/S 848.6
INV O/S 847.6
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f4ax Time Max Warning Ma>e Delta Max Surf Max Time Max Max r
Name GrOup Simulation Stage Stage Stage Stage Ar;,a Inflow In fl ow Outf
hrs ft ft ft ft2 hrs cfs
BOUNDARY BASE 10-1 HUFF2 0.00 847 . 600 850.000 0.0000 0 3.36 5.833 0
BOUNDARY BASE 10-12 HUF:?2 0.00 841.600 850.000 0.0000 0 12.02 10.901 0
BOUNDA.~Y BASE 10-2 HUFF2 0.00 841.600 850.000 0.0000 0 3.82 8.,72 0
BOUNDARY BAS;;; 10-24 HUF?2 0.00 847.600 850.000 0.0000 0 17.04 9.815 0
EOUNDARY BAS;;: 10-3 HUfF2 0.00 847 . 600 850.000 0.0000 0 4.46 9.242 0
BOUNDARY BASE 10-6 HUFF2 0.00 841.600 850.000 0.0000 0 6.58 10.611 0
BOUNDARY BASE 100-1 HUFF2 0.00 841.600 850.000 0.0000 0 3. 43 10.168 0
BOUNDARY BASE 100-12 HUfF2 0.00 847.600 850.000 0.0000 0 12.02 L14 .S2, t- O- Vl'ltti
BOUNDARY BASE 100-2 HUFF2 0.00 847.600 850.000 0.0000 0 4.28 12.122 0
BOUNDARY BASi> 100-24 HUFF2 0.00 841.600 850.000 0.0000 0 19.11 13.590 ~ ~t%'
BOUNDARY BAS;;; 100-3 HUFF2 0.00 847.600 850.000 0.0000 0 5.03 13.013
BOUNDARY BAS;;; 100-6 HUFF2 0.00 847.600 850.000 0.0000 0 6.10 14.281
MH BASE 10-1 HUFF 2 1. 08 853.009 856.000 -0.0050 1626 1. 04 23.540
MIl BASE 10-12 HUfF< 7.61 852.510 856.000 0.0050 1628 6.05 17.911 7
MH BASE 10-2 HUFF2 1. 85 853.152 856.000 -0.0050 1574 2.00 25.931 2
MH BASE 10-24 HIJfF2 10.99 852.482 856.000 -0.0050 1676 10.18 12.122 10
MH BASE 10-3 HUFF2 2.19 853.048 856.0GO -0.0050 1613 2.50 25.193 2
MH EASE 10-6 HUFF2 3.11 852.925 856.0GO -0.0050 1648 3.33 22.428 3
MIl BASE 100-1 HUFF2 1. 00 854.082 856.000 -0.0050 481 1. 30 35. >9 7 1
MH BASE: 100~12 HU?"2 6.12 853.290 85E.000 -0.0050 1212 5.48 29.171 5
ME: BASE: 100-2 HUFF2 1.aS 854.076 856.000 0.0050 412 1_93 37.503 2
MH BASE 100-24 }IUFF2 12.09 852.898 856.000 0.0050 1356 10.36 19.674 8
MH BASE 100-3 HlEF2 3.14 854.108 856.000 -0.0060 191 2.22 37.241 2
MH BASE 100-6 HUFF 2 4.85 853.103 856.000 -0.0050 902 3.20 36.094 3
POND N BASE 10-1 HUFF2 1.10 853.440 855.500 0.0041 89534 0.50 96.152 1
PQND N BASE 10-12 HUFF2 6.05 853.146 855.500 0.0050 87355 3.59 21.226 6
POND N EASE 10-2 HUFF2 1. 91 853.595 855.500 0.0050 90675 0.92 70.221 2
POND N BASE 10-24 HUFF2 10.86 852.791 855.500 0.0039 84793 7.24 12.680 10
POND N BASE 10-3 HUFF2 2.50 853 519 855.500 0.0050 90116 1.33 54.394 2
POND N BASE 10 -6 HUFF2 3. .25 853 370 855.500 0.0050 89017 2.61 34.450 3
POND N BASE 100-1 HUFF2 1.11 854.667 355 500 0.0050 98468 0.50 170.404 1
POND N BASE 100-12 HUFf2 6.03 853.729 855.500 0.0050 91660 3.58 34.577 5
po~m N BASE 100-2 HUFF2 1. 96 854.868 855.500 0.0050 93986 0.92 116.823 2
POND N BASE 100-24 HUFF 2 10.84 853.218 855.500 -0.0042 81887 7.00 20.880 10
POND N BASE 100-3 HUFF2 2.55 854.712 855.500 0.0050 98806 1. 33 89.336 ~
POND N BASE 100-6 HUFF2 3.19 854.219 355.500 -0.0050 95704 1. 83 56.402 3
pm.iTI S BASE 10-1 HUFF2 3.36 850.206 352 .600 0.0030 16746g 0.50 84.605 3
POND S BASE 10 -12 HUFF2 12.02 851.481 852 .600 0.0030 180463 5.33 31.005 12
POND S BASE 10-2 HUFF2 3.82 850.675 852.600 o .0031 172379 1.00 64.162 3
POND S BASE 10-24 HUFF2 11.04 851.116 852.600 0.0036 176880 10.75 27.326 17
POND S BASE 10-3 HUF:?2 4.46 850.936 852.600 0.0031 175051 1.43 54.134 4
POND S BASE 10-6 HUFF2 6.58 851.318 852.600 0.0032 179493 2.68 42.032 6
POND S BASE 100-1 HUFF2 3.43 851.231 852.6DO 0.0027 178(l41 0.50 140.690 3
POND S BASE 100-12 HUFF2 12.02 852.898 852.600 0.0036 195420 5.33 48.871 12
PONTI S BASE 100-2 HUfF2 4.28 851.n3 852,600 o . 0031 184887 0.96 104.069 4
POND S BASE lOO-24 llUFF2 19.11 852.544 852.600 0.0045 131610 8.39 33.745 13
POND S BASE 100-3 HUFF2 5.03 852.270 852.600 0.0031. 188633 1.33 88.169 5
POND S BASE 100-6 HUFF2 6.70 852.792 852.600 0.0032 194260 2.67 66.442 6
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Interconnected Channel and Pond Routing Model (lCPR) ~2002 Streamline Technologies, Inc.
Page 1 of 1
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QA~\At-J NO~H
\\lo*' 0\- rYle~\D~
I '-'Y ro-
''''''''yv I
YM lM
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~----------------~---------------~----------------------------------~-~-------------------
---------------~---------------~---------------------------------~~-----------------------
==~= Basins ~=======~~=~===~=========~=~~=~~===========~~#=~=~====;===~~~~~=~~============
~~==========~~=~=~===============~=~=~=~=========~==~~==============W~=MP=============~===
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Name, DA 4
Group, BASE
Node, MH
Type, SCS uniL Hydrograph
Status, Onsite
Unit Hydrograph, UH484
RainEall File, Huff2
Rainfall Amount [in), 0 000
Area [ac) , 2 223
Curve Number, 96.00
DCIA!l;J, 0.00
Peaking Factor: 484.0
Storm Duration(hrs), 24.00
Time of Conc(:nin), 10.00
Time Shift (hre) , 0.00
Max Allowable Qlcfa), 999999.000
Name, D/\ 5
Group, BASE
Node, POND S
Type, SCS Unit Hydrograph
__________________.__________________~_________________y____________________________________w_______
status, Oneite
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Unit Hydrograph, m{484
Rainfall File, Huff2
Rainf~ll Amount (in) , 0.000
Area(ac), 19.160
CUrve Number, 96.00
DCIA(~I, 0.00
Peaking Factor, 484.0
Storm D\lration(hrs), 24.00
Time of Cone (minI , 10.00
Time ShiEt(hrs), 0.00
Max Allowable Q(cEel, 999999.000
------------------------------------------------------------------------------------------------
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Name: DJI. 6
Group, BASE
Node, POND S
Type, ses Unit Hydrograph
St.at.us, onsiLe
484.0
24.00
1.00
0.00
999999.000
______________________w_______________________________---------------------------------
Status, Onsite
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Unit Hydrograph,
Rainfall File;
RainEall Amount (in' ,
Area (ac) ,
CUrve Nurrber,
DCIA{%) ,
peaking Factor,
Storm Duration(hrs) :
Time of Cone (min) ,
Time Shift(hrs)'
Max Allowable Q(efs) ,
484.0
24.00
10.00
0.00
999999.000
_______________________________________._____________________M______________________
St.atus: ensite
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00484
Huff2
0.000
6.604
98.00
0.00
Name, DA 111
Group, EASE
Node, POND N
Type, SCS Unit Hydrograph
Unit Hydrograph, UH484
Ralnfall File: Huff2
Rainfall Amount lin): O. COO
Area (ael, 3.694
Curve Number: 85.00
DCIA(%), 0.00
peaking Factor, 484.0
Storm Durat.ion(hrs) , 24.00
Time of Cone (fTlin) , 10.00
Time Shlft (hrs): 0.00
Max Allowable Q (cfe) , 999999.000
Status: Onsite
434.0
24.00
10.00
0.00
999999.000
Status". Onsi::.e
Page 1 of 10
Interconnected Channel and Pond Routing Model (I CPR) t92002 Streamlme Technologies, Inc.
Unit Hydrograpn
Rainfall File,
Rainfall Amount (in) ,
A,ea (aL) ,
CUr-'.,re Number ~
DCIA(%) ,
Peaking Faci:.or:
StnrmDuration{hrs)
Time nf Conc{min)
Time Shift (hrs)
Max Allowable Q(efe)
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oo.8~
HuEf2
0.000
3.841
85.00
0.00
Name, DA R2
Grnup, BASE
Node, POND S
Type, BeS Unit Hydrograph
Name, D~.l
Group: BASE
Node, POND N
Type, SC8 Unit Hydrograph
Unit Hydrograph,
Rainfall File,
Rainfall Amount (in! ,
Area (ac 1 ,
CUrve Number'
DCIAI. %1,
Uh484
HufE2
0.000
18.075
87.00
0.00
Peal"i:ing Factar:
Storm Duration (hrs) ,
Time of Conc(min)
Time shi ft i hrs)
Max Allowable Q(cfs)
Name: DA2
Group' 8ASE
Node, POND N
Type' SCS Unit Hydrog~aph
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Unit Hydrograph, Uh484
Rainfall File' Huff2
Rainfall Amount [in) , 0,000
Area [ac) , 2,693
Curve Number, 9B,OO
DCIAI'!;): 0,00
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Name, DA3
Group: BASE
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Unit Hydrograph,
Rainfall File,
Rainfall Amoun~(in),
Area (ac) ,
Curve Number ~
DCIA(%) ,
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Uh4B4
Huff'2
0.000
24.934
92 ,00
o 00
Peaking Factor:
Storm Duratian(hrsl
Time of Cane [mini:
Time Shi ft [hrs I :
Max Allowable Q[efsl,
Node, POND N
Type' SCS Unit Hydrograph
Peaking Factor:
storm Duratian(hrs) :
Time of Conc(minl,
Time Shift (hrsl ,
Max Allowable Q(efs),
484,0
24,00
1 00
0,00
999999.000
Status, Or,site
484,0
24 00
10,00
0.00
999999,000
==~~==========z:~=======:~~~==~=~=~=============~~=~===========~~~=============~:~~=~=====
==~= Nodes =====~~~===~~~====~~=~====~==~====~========~=~====~=======~===================~
~=========~~=~===========~=~~==============~================~~-=~=======~~;~~~============
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Nama, 80UNDARY
Group, BASE
Type, Time/Stage
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Time (hrs)
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0.00
999999.00
----------------~-------------------------------~-------------------------------------~---
Init Stage(ft): 851.000
.,arn stage (ft): 856.000
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Name: MH
Group, BASE
Type: Manhole.
Stage 1 ft l
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Stage lEt)
847,600
847.600
Flat Floor
851.000 0 0001
856.000 0 0001
Area (ac)
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Name, POND N
Group, BASE
Type, Stage/Area
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Stage (ft)
D
851,600
B52,000
B53.000
854.000
B55.000
856 000
.ll,rea (ac)
1,7410
1,8070
1,9730
2,1440
2.3180
2.4950
Base Flow(cfs)' 0.000
Sase Flow{cfs), 0.000
Plunge Factor, 1.00
Base Flow(eEs~' 0.000
Init Stage(Et), B47.600
Warn s"age(ftl, 8S0.0CO
Inic Stage (ftl , 851,600
Warn Stage(ftl, 85S.S00
--------------------- -~.. --------------------------------------------------------------~_.
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Name: POND S
Grm:p: BASE
Type, Stage/Area
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S:age(ftl
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8^~8.600
849 oo~
850.000
851.000
852,000
853,000
Area lael
,4BO
3,5280
3.7660
4 0090
4,2550
4 ,5040
Base Fla'.'lefs), O,OOD
Inic S"age(Et), 848,600
Warn Stage(ft), 852,600
===~~;~~=~==========;=~=~~;==;===;=~===~~=============~~~~=========~~~~=============~=~=~~
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6~~= Cross Sections ===========~~========~~~==~~============~~~========~~~~~~=============
Interconnected ChalUlel and Pood Routing Model (lCPR) CQ2002 Streamline Teclmologies, lnc
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Page 2 of 10
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Name:
Encroachme~t: No
Group: BI'.SE
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Station(ft)
Elevation (Ec I
Manning's N
.---~~--~---~-- --------------- -----------~---
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===~=~==========M==:=====~=~~==========~_~====:===~~==============~--=~========~=========~
~~~= operating Tables ========~=======================~~===c=========~_====~aA=====~===~~=
====-=~~=======~===========~=======~~===============~#~========~====~==========~=======~==
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Name: Group: BASE
Type: Bottom Clip
Function, Time vs. Depth of Clip
Time (hrs) Clip Depth\in)
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==~=======~=======~==~==========~=~=======~=~===============~===~~=====~======~=========~~
~=== Pipes ============================~==================================================
========~~===========~=======~=============~~;==========~~=============~~=========~~=~====
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Name: MH-S From Node: MH Length (ft) , 843.00
Group' BASE TO Node: POND S count: 1
Friction Equation: Average Conveyance
UPSTREAl-l DO'^'NSTREAM Solution Algorithm, Automatic
Geometry, Circular Ci rC'ular Flaw.~ Both
Span I in) , 36.00 36.00 Entrance :Loss Coef: 0.20
"ise (in) , 36.00 36.00 Exit LOSS Coef :. 0.00
Invert (ft) : 851. 000 848.600 Bend Loss Coef: 0.00
Manning's 1'1: 0.013000 0.013000 Outlet Ctrl Spec, Use dc or tw
TOp Clip (inJ : 0.000 0.000 Inlet Ctrl Spec, use dn
Bot: Clip(in) : 0.000 0.000 Stabilizer Option, Nons
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upetream FHWA Inlet Edge Description,
Circular Concrete: square edge wi headwall
Dawnstream FHWA Inlet Edge Description:
Circular Concrete' Square edge wi headwall
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-- - -~------ - ---- - --- -- ~-- -- ~ - - - - - ~ - - - - - --- -- -- - -- ---- ------
Name: N-MH
Group, BASE
From Node' POND N
To Node, MH
Length(ft): 214.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm, Automatic
Flo',', Both
Encrance Loss Coef, 0.20
Exit Loss Coef, 0.00
Bend Loss Coef: 0.00
Outlet Ctrl Spec: Use dc or cW
Inlet Ctrl spec, Use dn
Stabilizer Option, None
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UPSTREAM
Geomet~y: Circular
Span(in): 36.00
Rise(in): 36.00
Invert (ft) : 851.600
Manning's N, 0.013000
Tap Clip (in) , 0.000
Eot Clip[in) , 0.000
DO'.-JNSTREAM
Circular
36.00
36.00
851.000
0.013000
0.000
0.000
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Upstream FHWA Inlet Edge Description,
Circular Conc.rete: Groove end projecting
Downstream FHWA Inlet Edge Description,
Circular Concrete~ Groove end projecting
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=~~===========W=~=======~~~~===========N.=;~======:~=~==========~~=~~====~=~~=~===========
==== Channels =====~=====~=====~==~==========~=~========~=============~~~==========="=====
=~~===~==;~~~=========~~===========~=============~~~=====~=~~~===========~~~~========~====
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=;=~~=~========~==~========~~~~~==========~~~=========~~=============~~=======~==~==~=====
===s Drop Strcutures. ;~==~~~===~=;~~~~~============~=========~~==~==========~===~========~
~-----------------------------~~---------------------------~------------------~--~--------
-----~------------------------~------------------------~--------------~--~------~---------
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Name: OUTLET From Node, POND S Length lft) , 400.00
Group: BASE TO Node: BOUNDARY Count' 1
UPSTREAM DOWNSTREAM Friction 8qiJation = Average Conveyance
Geometry' Circular Circula::- Solut.io!:. Algorithm, Automacic
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Interconnected Channel and Pond Routing Model (ICPR) (92002 Streamline Technologies, Jnc.
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Span( nl: 30.00 30.00 Flow; Both
Risel nl: 30.00 30.00 Entrance Loss Co""E: 0.000
Invert ( t) ; 8<18.600 847 600 Exit Loss Coef: 0,000
Manning's N: 0.013000 0,013000 Outlet Ctrl Spec: Use dc or tw
Top Clip (in) : 0.000 0.000 Inlet Ctrl Spec; Use dn
Bot Clip [in] : 0.000 0 000 solution Ioes: 10
Upstream FHWA Inlet Edge Description;
Circular Concrete; Grocv"" end projecting
Do~nstream FHWA Inlet Bdge Description:
Circular Conc~ete~ G=oove end projecting
*~~ Weir 1 of 1 for Drop Stru~ture OUTLET ~**
TABLB
Count; 1
Type: Vertical: Mavis
Flow: Both
Geometry: Circular
Bottom Clip(inl: C.OOO
Top Clipiinl; 0.000
Weir Disc Coef; 3.200
Orifice Disc Coef: 0.500
Spanfin) 18.50
Rise(in) 18.50
Invert Iftl: 843.500
Control Elev(ft}, 843.600
=:==========~~==~~~-======================~==~;:==============:~~=~=~~~===================
=~=~ Weirs ======================~===~============~~==~====================~~=~~========:=
-----------~---------~-------~----------------~~-~-------------------------~--------------
---~------------------------------------------------~-~-~-~-------------------------------
Name:
Group: BASB
Flow, Both
Type' HorizDntal
From Node;
To Node,
Count: 1
Geometry: Circular
Span(in) ,
Riee[in) ,
Invert (ft) ,
Control Elevation(ft),
0.00
o 00
0.000
0.000
TABLE
Bottom Clip (inl ,
Top Clip(in):
weir Discharge Coef,
Orifice Diecharge Coef:
0.000
0.000
3.200
0.600
==~===N=~.~===~=~======~===========~==~~~~~====~~==~===~~~================~===:~=~~====~==
=~=~ Bridges ~======~=======~~~~~~~=======~===~====~==~========================~=~========
=========~=======:=~~~==:========c~=~=~=~=============================~================~~=
====:===========~~~=====~=========================;=~=:========~~=~~~=~~==~~============~-=
~==~ Breaches ======================~==~~=============~==~~=~~=====================~=~=~==
===========================~===~=============~=~~=~~===================~======;===========
=~==;;====~==============~~=~~====================~~=====================~~~=~============
==== Rating Curves ==================================~======~~z~======================~===
--=~===~=~=============~======================~==~=======================~=~=======,=======
=====~==;~:===~======~~=~:===-=-~=================~=====~~====='=========~===~=============
==== Hydrology Simulations ~~:=======================~===~==~;=========:==~==~N=~=~~======
============;=~===~========~=====~=========================~~=~=====~~~~=~~=~===~~~====-=~
Name, 10-1 HUFF2
Filename: D,\IN2002\0920 - Clarian North\ICPR\PRELIMINAIlY\lO.l HUFF.R32
Override Defaults: Yes
Storm Duration(hrsl: 1.00
Rainfall 2ile: Huff2
Rainfall A~ount(in), 1.96
Time (hrs) Print Ine lmln)
4.000
12.000
>6.000
5.00
5 00
5.00
______________w_____________________________________________u.__~___________________________________
Name, 10-12 HUFF2
Filename: D,\IN2002\0920 - Clarian North\rCPR\PR3LIMIN~RY\lQ-12 HUPF.R32
Override Default5, Yes
Storm Duration (hrs) , 12.00
Interconnected Channel and Pond Routing Model (ICPR) ~12002 Streamline Technologies, Inc.
Page 4 of 10
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Rainfall File, Buff2
Rainfall Amounc(in) , 3.60
Time (hrsJ
P~-int Ine [min)
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4.000
12.000
36 000
5.00
5_00
5.00
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Name, 10-2 HUFF2
Filename, D,\IN2002\O~20 - Clarian North\ICPR\PRELIMINARY\10-2 HUFF_R32
Override Defaul~s, Yes
Storm Duration(hrsl, 2.00
Rainfall File: Huff2
Rainfall AmountUnl, 2_40
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Time {hrs)
Print Ine (min)
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4.000
12 _ 000
,6_000
5_00
5_00
5.00
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Name, 10-24 HUFF2
Filename, D,\IN2002\0920 - Clarian North\ICPR\PRELIMINARY\10-24 HUFF.R,2
Over:::-ide Defaulcs' Yes
Storm Duration (hrs) , 24.00
Rainfall File~ Huff2
Ra infall Amount (in): 4.0 9
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Time Ihrs)
Print Ine [min)
10.000
14.000
36_000
15.00
5.00
15_00
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Name: 10-3 HUFF2
Filename, D,\IN2002\0920 - Clarian North\ICPR\PRELIMINARY\10-3 HUPF.R32
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Override Defaults~ Yes
Storm D~ration(hr$): 3_00
Rai~fall File: Huff2
Ra infall Amou:1t (in), 2.64
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Time (hrs)
Print Ine (min)
4.000
12.000
36_000
5.00
5.00
5.00
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Name, 10-6 HUFF2
Filename, D:\IN2002\0920 - Clarian North\ICP,,\PRELIMINAR':l\10-6 HUFF.R32
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Override Defaults, Yes
Storm Duration Ihrs) , 6.00
Rainfall File, Huff2
Rainfall Amount {In): 3.12
Time (h.r-s)
PL"int Inc (min)
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4.000
12.000
36 _ 000
5_00
5_00
5.00
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Name, 100-1 HUFF2
Filerrame, D:\IN2002\0920
Clarian North\rCPR\PRELIMIN.~Y\lOO-l HUFF.R32
Overrid~ Defaults:
Storm Duration (hrs) ;
RaL1fall File,
Rainfall Amounr(irr)
Yes
1-00
Huff2
2.88
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Timelhrsl
Print Ine (",in)
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'1,000
12 000
36_000
5_00
5.00
5.00
Name: 100-12 HUFf2
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Interconnected Channel and Pond Routing Model (lCPR) rQ2002 Streamline Technologies, Inc.
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Filename: D:\IN2002\0920 - Clarian North\ICPR\PRELIMINARY\lOO-12 HUFF,R32
Override Defaults: Yes
Storm Duratienlhrel: 12.00
Rainfall File: HuEr2
Rainfall Amount (in) : 5,16
Time (hre)
4,000
12.000
36,000
Print Ine Imin)
5,00
5,00
5,00
----------------------------- ------------------------------------~--------------------------------
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Name: 100-2 HUFF2
Filename' D:\IN2002\0920 Clarian North\ICPR\PRELIMINARY\100-2 HUFF,R32
Override Defaults, Yes
Storm Duration(hrs}, 2,00
Rainfall File, Huff2
Rainfall Amount (in) , 3,50
Time(hre) Print Ine/min)
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4.000
12 000
36,000
5,00
5,000
5,0000
Name, 100-24 HUFF2
Filename, D:\IN2002\0920
Clarian North\ICPR\PRELIMINARY\100-24 HUFl',R32
Override Defaults: Yes
Storm Durationlhrsl: 24.00
Rainfall File: Hurf2
Rainfall Amount (in) : 6,00
Time (hrs)
10,000
14,000
36,000
Print lnc{mini
15,00
5,000
15,00
Name, 100-3 I!'JFF2
Filename: D:\IN2002\0920 - Clarian North\ICPR\PRELIMINARY\lOO-3 HUFF,R32
override Defaults: Yes
Storm Duration(hrsl, 3,000
Rainfall File, Huff2
Rainfall Amount (in} : 3,87
Time Ihrs)
4,000
12.000
36,000
prinr Ine {mi n)
5_00
5,00
5,00
Name: 100-6 HUFr<
Filename: D,\IN2002\0920 - Clarian North\1CPR\PRELIM1NARY\100-6 HUFF,R32
Override Defaults: Yes
Storm Durat io,n (hrs); 6. DD
Rainfall File: HuEf2
RainEall Amount (inl : 4.50
Time j hI'S ~
4.000
12.000
36,000
print ,I!'lC (rnin}
5.00
5,00
5.00
=~~~~~==~====================~==~:~~~=======~=====~=~;===================~=~~:=:========~~
==== Routing Simulations ================~=~~================================~==~===~=====
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=~~==~;~==================~=~~*=~=====================~=~============~==.~================
Hydrology 8im: 10-1 HUFF2
Clarlan North\ICPR\PRBLIMINARY\10-1 HUFF2 132
Name: 10-1 HUfF2
Filename, D,\IN2002\D920
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ExeC\.lte, Yes
".1 ternati ve, No
Delta Z Factor: O,ODSOD
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Res:art: No
Patch, No
Max Delta Zlft,. 100
Time Step Optimizec, 10,000
Start Time Ihrel, GOOD
End Tlme(:ors} , 3$,00
Page 6 of 10
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline TccJmologies, Inc,
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Max Calc Time{sec) , 60.0000
Boundary Flo~'s,
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Min calc Time(sec), 0.5000
Boundary Stages:
Time (hrs)
4.000
12.000
36.000
Grou:;J
BASE
Print Inc (min)
5.000
5.000
5.000
Run
Yes
Name, 10-12 HUFF2 Hydrology Sim, 10-12 EUFF2
Filename, D,\IN2002\OS20 - Clarian North\ICPR\PRELIMINARY\10-12 HUFF2.132
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Execute, Yes
Alternative, NO
Delta Z Factor, 0.00500
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Restart, No
patch, No
Max Delta Z(ftJ,
Time Step Optimizer,
Start Time (hrsl ,
Min calc Time(secl,
Boundary Stages,
Time {hrs)
4.000
12.000
36.000
Group
BASE
1..00
10.000
0,000
0,5000
End Time (hrs) , 36.00
~1ax Calc Time(sec): 60.0000
Boundary Flows:
Print Ioc (min)
5.000
5.000
5.000
Run
Yes
Name: 10-2 nL~F2 Hydrology Sim, 10-2 HUFF2
Filename: D,\IN2002\0920 - Clarian North\ICPR\PRELIMINARY\10-2 HUFF2.132
Execute: Yes
Alternative: No
D
o
Restart: No
Patch: No
Max Delta Z(ftJ, 1,00
Time Step Optimizer, 10.000
Start Time (hrsl , 0,000
Min calc Time(secl, 0.5000
Boundary Stages,
Delta Z FactOr, 0.00500
End Time (hrs) , JG.OO
~lax Calc Time (see), 60.0000
Bour-dary Flows,
Time(hrs) Print [neemin!
o
o
D
o
o
D
4.000
12.000
36.000
Group
BASE
5.000
5.000
5.000
Run
Yes
Execute: Yes
Alternative: No
Name, 10-24 HUFF2
Filename, D,\IN2002\0320
Patch, NO
Hydrology 8im, 10-24 HUFF2
Clarian North\rCPR\PRELIMINARY\10-24 HUfF2.132
Restart, No
Max Delta z(ftl, 1.0C
Time SL~P opLimizer~ 10.000
Stalet Time [hlesl' 0.000
!~in Calc Tir.1e (seel, 0.5000
Boundary Stages:
Time (hrs)
10.000
Delta Z Factor, 0.00500
End Time (hrs) : 36 00
Max Calc Time (see) , 60 0000
Boundary Flows,
Print Inc (minI
15.000
Page 7 of 10
Interconnected Channel and Pond Routing Model (lCPR) ~2002 Streamline Technologies, Inc.
o
!o
I
u
5.000
15.000
14.000
36.000
Group
Run
ID
I
U
BI\SE
Yes
::'::xecute: Yes
AlcernativfO' No
Name, 1.0-3 HUFF2 Hydrology Sim, 10-3 HUFF2
Filename, O,\1N2002\0920 - Clarian' North\ICPR\PRELIMINARY\lO ) HUFF2.I32
Patch, NO
Restart, No
o
r1ax Delta Z (ft), 1. DO
Time Step Optimizer: 10,000
Start 1ime{hrs} 0 0.000
Min Calo Time (see) , 0.5000
Baundctry Stages:
End Time (hrs) , 36. DO
Max Calc Time (see) , 60.0000
Boundary Flows,
u
Time [hrsl
print lne [min)
o
4.000
12.000
)6.000
5.000
5.000
5.000
Group
Run
EASE
Yes
u
Delta Z Factoro 0,00500
[J
Execute~ Yes
IUt:erna.tiveo No
Name: 10-6 HUFF2 Hydrology 8im, 10-6 HUFF2
Filename, D,\IN2002\0920 - Clarian North\rCPR\PRELIMINARY\10-6 HUFF2.I32
Patoh, No
o
Max Delta z(ft):
Time Step Optimizer,
Start Time (hrs) :
Min Calc Time(see) ,
Boundary Stages'
[J
Time (hrs)
print Ine (mini
4.000
12,000
36,000
5.000
5.000
5.000
D
Group
Run
BASE
Yes
o
Restart, No
1. 00
10.000
0.000
0.5000
Delta Z Factor, 0.00500
End Time (hrs) , 36.00
Max Ca.le Time[see) 0 60.0000
Boundary Flo'^'s,
D
Execute: Yes
Alternative = No
Name, 100-1 HUFF2 3ydrology Sim, 100-1 HUFF2
Filename, D,\IN2002\0920 - Clarian North\ICPR\PRELIMINARY\100-1 HUFF2.132
Patcho No
o
Max Delta Z(ftl,
Time Step Optimizero
Start Time(hrsl :
Min Cale Time ('see) ,
Boundary Stages:
r'
U
Time (hrs)
Print Ine (min)
4.000
12.000
36.000
5.000
5.000
5.000
o
Group
Run
S...SE
Yes
u
R~Btart ~ No
1.00
10.000
0.000
0.5000
Delta Z Factor, 0.00500
End Time (hrs) , 36 0-0
Max Calc Time(sec), 60.0000
Boundary Flows.
Interconnected Channel and Pond Routing Model (lCPR) (92002 Streamlinc Teclmologies, Inc.
u
Pnge ;;; of lO
u
D
o
o
o
!D
o
o
u
u
o
u
u
o
D
[J
u
o
u
Name: 100~12 HUFF2 Hydrology Sim: 100-12 HUFF2
Pllename: D:\IN2002\0920 - Clarian North\lCPR\PRELIMINARY\100-12 HU~F2.132
Execute~ Yes
Alternative: No
Resta:rt: No
patc:h: No
Max Delta Z(Et~:
Time Step Optimizer:
Start Time (hrs) :
Min Calc Time(secl:
Bo~ndary Stages:
1.00
10.000
0.000
0.5000
Delta Z Factor, 0.D0500
End Time (hrs) : 36.00
Max Calc Time (see': 60. OODO
Boundary Flows:
Time (hrs)
P:rint Ine{min)
4.DOO
12.000
35.000
5.000
5.000
5.000
Grc~p
Run
SASE
Yes
Name, 100 -2 HUFF2 h:ydrology Sim: 100-2 HUFF2
Fi lenarne: D: \IN2002\OS20 - Clarian Nortb\ICPR\PRELIMINARY\100 -2 HUFF2. 132
Execute: Yes
Alt.erna.tive: No
Restart: No
Patch: No
Max Delta Z(ftl: 1.00
Time Step Optimizer: 10.000
Start Time (hrs) : 0.000
Min Calc: Time(se~): 0.5000
Boundary Stages:
Delta Z Factor' 0.00500
End Time (hrs) , 36.00
Max Calc Time (see), EO. 0000
Boundary Plows'
Time i hrs) Prin~ Ir,c (min)
4.000
12.000
36.000
5.000
5.000
5.000
Group
Run
BASE Yes
Name: 100 -24 HUFF2 Hydrol,,,gy Sim: 100 -24 HUFF2
Filename: D:\IN2002\0920 - Clarian North\lCPR\PRELIMINARY\100.24 HUFF2.132
Execute: Yes
Alternative: NO
Restart: No
Patch, No
Max Delta 3(ft): 1.00
Time Step Optimizer: 10.000
Scart Time (hrs) : 0,000
Min Calc Time (seel : 0,5000
Boundary Scages:
Delta Z Faetcr: 0.00500
End Time (hrs) : 36.00
Max Calc Time (see), 60.0000
Boundary Flows:
Time(hrsl
Print Inc (min)
10.000
14 000
35 000
15.000
5.000
15.000
C=QUP
Run
BASE
Yes
Name: 100-3 HUFF2 Hydrology Sim: 100-3 HUFF2
Filename: D:\IN2002\0920 - Clarian North\ICPR\PRELIMINARYI100.3 HU~F2.132
EXecute~ Yes
AILernativ'2~ No
Restart, No
patc:h, No
Max Delta Zlft}, 1.00
Delta Z Fa~tor, 0.00500
Interconnected Channel and Pond Routing Model (ICPR) (92002 Streamline Technologies, Inc.
Page 9 of 10
IL
[j
u
u
,0
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10,
, I
I
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o
lJ
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u
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I'
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Time Step Optimizer: 10.000
Start Timelhrs): 0.000
Min Calc Time(sec): 0.5000
Boundary Stages:
End Time (hrs) : 36,00
Max Cal~ Time(secl: 60.0000
Boundary Flows;
!ime(hrsl
Print Incimin}
LOOO
12.000
36.000
5.000
5.000
5.000
Group
Run
BASE
Yes
------ .----.------------------------------------------------------------------
Name: 100-6 HUFF2 Hydrology Sim: 100-6 HUFF2
pi leneme: D: \IN20'~2 \092 0 - C13n2D North\ICPR\PRELIMINARY\100-G flUFF2, I32
Execute: Yes
Alternative: No
Restart: No
Patch: No
Max Delta Zlft);
Time Step Optimizer:
Start Time [hrs) :
Min Calc Time (see] =
Bounddry Stages:
1. 00
10.000
0.000
o 5000
Delta Z Factor: 0.00500
End Time(hrs): 36,00
Max Calc Timelsec/: 60,0000
Boundary Flows;
Time (hrs)
Print rne (min)
4.000
12.000
36.000
5.000
5.000
5 000
Group
Run
BASE
Yes
Interconnected Challi1el and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 10 of 10
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STORM SEWER DESIGN TABLE - RATIONAL METHOD 10yr
CLAR1AN NORTH - HAMILTON COUNTY, INDIANA
JOStI lN2002092C!
MANNINGS n = 0.013
, ~ ,',,' PE/\'t; ";";2;2PI.~.I;,~iri'c; Z~iT'RA \/EL:.". I~~[NVE'R.T~ ~~~gllig.~.~ j@)tijmi?1IJ8tW
'.,,>~.' "'i-',,.'_:,,,- .'_, _:. ...ft~:.; ,,"-:c,.!,'"-:'.....:.'-.,-,,',.,..,.,.-'~h,.;,;
..tOSTR"WUENGifH' ,,?tA8 EA;',0:: .....ISUMffd.l\i; ~ 'DIAMETER ,;;S,IiQ pEt)! .GAPAGlTY: iYEJ:_
il_.' "". _ ,'.-'" .'.~'_ ' ,-- ., _,
";':"""'__'_':'._'.: , '-i,; ~i::;' _:~-" ~ _ ":.C' :- _ _!. _'_, !- . ..... .,.~
.' - -"- - -.
,.~; ';'(ACRES'); {;t'{(inch'es y,j':; ~~~'(ftl[~'Q) iKGJi?,$ffigJVU ~0V\JJ~9m8]@i ~l'J, fJJj);Mr~f$!EW@l
110 0.50 0,76 0.38 0.38 5.00 676 2.56 15 0.22 3.03 2.5 0.74 855.52 855.85 852.50, 852.26 1.58 2.15
52 0.85 0.17 0.14 0.52 5.74 6.49 3.40 15 0.28 3.42 2.8 0.31 855.85 855.50 852.26' 852.11 2.15 1.95
159 0.90 0.31 0.28 0.80 6.05 6.38 5.12 18 0.25 5.25 3.0 0.89 855.50 856.55 852.11 851.71 1.68 3.13
1 0.90 0.82 0.74 0.74 5.00 6.76 4.99 18 0.2:5 5.25 3.0 0.01 838.17 855.25 851.50, 851.50 -15.04 2.04
151 0.90 1.10 0.99 1.73 5.01 6.76 11.69 24 0.27 11.75 3.7 0.67 855.25 855.53 851.50 851.09 1.50 2.19
, 60 0.90 0.18 0.16 1.89 5.68 6.51 12.33 24 0,30 12.39 3.9 0.25 855.53 855.90 851.09 850.91 2.19 2.74
118 0.35 0.18 0.06 1.95 5.93 6.42 12.56 24 0.31 12.60 4.0 0.49 855,90 856.55 850.91 850.54 2.74 3.76
140 0.00 0.00 0.00 2.76 6.95 6.10 16.82 30 0.1>8 17.40 3.5 0.66 856,55 855:00 850.54 850.29 3.21 1.92
311 0.90 0.50 0.45 3.20 7.60 5.91 18.93 30 . 0.22 19.24 3.9 1.32 855.00 855..26 850.29 849.61 1.92 2.86
300 0.90 1.34 1.21 4.41 8.93 5.56 24.54 30 0.37 24.95 5.1 0.98 855.26 85400 849.61 848.50 2.86 2.71
118 0.85 0.53 0.45 4.87 9.91 5.33 25.94 30 OAO 25.94 5.3 0.37 854.00 85;2.90 848.50 848.03 2.71 2.08
201 0,85 0.30 0.26 5.12 10.28 5.25 26.89 36 0.18 28.30 4.0 0.84 852.90 853.25 848.03 847.66 1.54 2.25
88 0.85 0.54 0.46 5.59 11.12 5.07 28.34 36 0.20 29.83 4.2 0.35 853.25 853.25 847.66 847.49 2.25 2.43
53 0.90 0.49 0.44 6.03 11.47 5.01 30.17 36 5.00 149.14 21.1 0.04 853.25 N/A 847.49 844.84 2A3 N/A
62 0.90 0.24' 0.22 0.22 5.00 Q.76 1.46 12 5.50' 8.36 10.6 0.10 853.00 N/A 850.30 846.89 1.53 N/A
113 0.90 0.15 0.13 0.13 5.00 6.76 0.8.8 12 0.50 2.52 3.2 0.59 850.10 N/A 847.40 846.84 1.53 N/A
102 0.85 0.28 0.24 0.24 5.59 6.54 1.57 12 . 0.30 1.95 2.5 0.68 85.5.51 854.59 851.00 850.69 3.44 2.73
.84 0.85' 0.43 0.37 0.61 6.27 6.31 3.83 15 0,35 3.82 3.1 0.45 854.59 854.59 850.69 850.40 2.46 2.75
119 090 0.90 0.81 1.42 6.72 6.17 8.73 24 0.20 10.12 3.2 0.62 854.59 854.90 850.40 850.16 1.94 2.49
303 0.90 0.65 0.58 2.00 7.34 5.98 11.95 24 0.28 11.97 3.8 1.33 854.90 853.15 850.16 849.31 2.49 1.59
62 0.90 0.87 0.78 2.78 8.66 5.62 15.61 24 5.50 53.05 16.9 0.06 853.15 NfA 849.31 845.90 1.59 N/A
100 0.90 0.30 0.27 0.27 5.00 6.76 1.82 12 0.30 1.95 2.5 0.67 853.65 853AO 850.90 850.60 1.58 1.63
113 0.90 0.50 0.45 0.72 5.67 6.51 4.68 12 3.50 6.67 8.5 0.22 853.40 N/A 850.60 846.65 1.63 N/A
45 0.90 0.90 0.81 0.81 5.00 6.76 5.45 18 0.30 5.75 3.3 0.23 855.60 855.50 851.80 851.67 2.09 2.13
145 0.85 0.41 n ':11:: 1.15 5.23 6.67 7.70 24 0.15 8.76 2.8 0.87 855.50 855.40 851.67 851.45 1.59 1.70
V.Vv
124 0.90 0.53 0.48 0.48 5.00 6.76 '3.24 15 0.30 3.54 2.9 0.72 855.50 855.40 852.50 852.13 1.56 1.83
210 0.90 0.67 0.60 2.24 6.10 6.37 14.26 24 '-' 0.40 14.31 4.6 0.77 855AO 854.58 851.45 850.61 1.70 1.72
73 0.90 0.38 0.34 0.34 5.00 6.76 2.32 12 0.45 2.39 3.0 0.40 855.05 854.58 850.50 850.17 3.38 3.24
101 0.90 0.50 0.45 3.04 6.87 6.12 18.59 30 0.22 19.24 3.9 0.43 854.58 854.70 850.17 849.95 1.62 1.96
128 0.90 0.95 0.86 0.86 5.00 6.76 5.78 18 0.32 5.94 3.4 0.63 854.70 854,.70 851.00 850.59 1.99 2.40
128 0.90 0.84 0.75 1.61 5.63 6.53 10.48 24 0.22 10.61 3.4 0.63 854.70 854.70 850.59 850.31 1.86 2.14
241 0.90 0.58 0.52 5.16 7.29 5.99 30.95 30 0.60 31.77 6.5 0.62 854.70 853.50 850.31 848.86 1.60 1.85
33 0.90 0.36 0.33 5.49 7.92 5.82 31.95 30 10.00 129.71 26.4 0.02 853.50 N/A 848.86 845.56 1.85 N/A
89 0.90 0.48 0.43 0.43 5.00 6.76 291 12 4.50 7.56 9.6 0.15 853.50 N/A 850.80 846.80 1.53 N/A
46 0.90 0.44 OAO 0.40 5.00 6.76 2.68 12 9.00 10.69 13.6 0.06 853.50 N/A 850.80 846.66 1.53 N/A
22 0.90 0.34 0.31 0.31 5.06 6.74 2.06 12 0.35 2.11 2.7 0.14 855.76 855.60 852.40 _ 852.32 2.19 2.11
100 0.90 0.49 0.44 0.74 5.19 6.69 4.96 18 0.25 5.25 3.0 0.56 855.60 856.08 852.32 852.07 1.57 2.30
84 0.90 '0.30 0.27 1.01 5.75 6.48 6.54 18 0.40 6.64 3.8 0.37 856.08 856.05 852.07 I 851.74 2.30 2.60
64 0.90 0.32 0.29 0.29 5.00 6.76 1.96 12 0.35 2.11 2.7 OAO 855.40 856.05 852.70 852.48 1.53 2.41
102 0.90 0.27 0.24 1.54 6.13 6.36 9.78 24 0.20 10.12 3.2 0.53 856.05 855.65 851.74 851.53 2.06 1.87
81 0.90 0.58 0.52 0.52 5.00 6.76 3.54 15 0.30 3.54 2.9 0.47 856.00 855.65 850.80 '850.56 3.76 3.66
123 0.90 0.49 0.44 2.50 6.65 6.19 15.47 30 0.15 15.89 3.2 0.63 855.65 854.70 850.56 . 850.37 2.30 1.54
45 0.90 0.90 0.81 0.81 5.00 6.76 5.49 18 0.30 5.75 3.3 0.23 855.60 855.50 850.60 850A7 3.29 3.33
145 0.85 0.41 0.35 1.16 5.23 6.67 7.75 24 0.15. 8.76 2.8 0.87 855.50 855.50 850.47 B50.25 2.78 3.00
175 0.90 0.67 0.60 1.77 6.10 6.37 11.24 24 0.25 11.31 3.6 0.81 855,50 854.70 850.25 849.81 3.00 2.64
99 0.90 0.57 0.51 4.78 7.29 6.00 28.64 36 0.20 29.83 4.2 0.39 854.70 855.40 849.81 849.61 1.56 2.45
126 0.90 0.69 0.62 5.39 7.68 5.89 31.75 36 0.25 33.35 4.7 0.45 855.40 855.40 849.61 849.30 2.45 2.77
53 0.90 0.33 0.30 5.69 8.12 5.76 32.82 36 3.00 115.53 16.3 0.05 855.40 N/A 849.30 847.71 2.77 N/A
----.-.--- --- --~.-
----~-
- --- -- -- - ---
. :. .:. 49:'::. .'.'.52 .>:, 172 0.90 0.15 0.13 0.13 5.00 6,76 0.91 12 0.30 1.95 2.5 1.15 85550 855.50 852.801 852.28 1.53 2.05
--..;...50..'._.- I:.~ '52.,"": 63 0.85 8.86 7.53 . 7.53 5,00 6.76 50.90 36 TJ.3 6 .;0.02 5.7 0.19 851.60 855,50 34 0.75 846.52 1.52 5.64
'.'.-'.--' ';).'..' 52' 114 0.90 0.64 0.58 0.58 5.00 6.76 3.89 15 0.38 3.98 3.2 0.59 855.68 855.50 852.70 852.27 1.54 1.80
'<'.'- 108 0.90 0.17 0.15 8.40 6,15 635 53.31 42 030 55.11 5.7 0.31 855.50 855.65 846.52 846.20 5.10 5.58
48 0.90 0.40 0.36 036 5.00 6.76 2.45 12 0.50 2.52 3.2 0.25 855,63 855.65 852.60 852.36 1.86 2.12
.-.0"",' 116 090 0.40 0.36 0.72 5.25 6.66 4.80 18 0.22 4.93 2.8 0.69 855.65 855.65 852.36 852.10 1.58 1.84
170 0.85 0.29 0.25 9.36 6.47 6.25 58.49 42 0.35 59.52 6,2 0.46 855.65 855.14 846.20 845.60 5.58 5.66
134 0.90 0.75 0.67 0.67 5.00 6.76 4.54 15 0.50 4.57 3.7 0.60 855.45 855.14 852.50 851.83 1.51 1.87
c,.,,;.0.) 164 0.85 0,33 0.28 10.32 6.93 6.10 62.97 42 0:40 63.63 6.6 0.41 855.14 854.75 845.60 844.95 5.66 5,93
88 0.90 1.10 0.99 11.31 7.34 5.98 67.65 48 0.25 71.82 5.7 0.26 1;)54.75 855..40 844.95 844.73 5.39 6.26
127 0.90 0.71 0.63 11.94 7.60 5.91 70.57 48 0.25 71.82 5.7 0.37 855.40 855.40 844.73 844.41 626 6.57
43 0.90 0.28 0.25 12.19 7.97 5.81 70.78 48 0.25 71.82 5.7 0.13 855.40 N/A 844.41 844.30 6.57 NfA
194 0.95 0.00 0.00 0.00 5.00 6.76 0.00 36 0.30 36.53 5.2 0.63 NfA 856.80 851.60 8;; 1.02 N/A 2.45
155 0.90 0.00 0.00 0.00 5.63 6.53 0.00 36 0.30 36.53 5.2 0.50 856.80 856.50 851 .02 850.55 2.45 2.61
74 0.90 0.67 0.60 0.60 5.00 6.76 4.06 36 0.30 36.53 5.2 0.24 854.50 854.60 849.60 849.38 1.57 1.89
45 0.90 0.79 0.71 1.31 5.24 6.67 8.76 36 0.30 36.53 5.2 0.15 854.60 854.60 849.38 849.24 1.89 2.02
55 0.90 0.60 0,54 1.85 5.38 6.62 12.24 36 0.30 36.53 5.2 0.18 854.60 854.60 849.24 849.08 2.02 2.19
79 0.90 0.67 0.60 0.60 5.00 6.76 4.06 36 0.30 36.53 5.2 0.25 854.50 854,60 849.60 849.36 1.57 1.90