20010357 Ver 1_Stormwater Info_20020515

I
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
May 15, 2002
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
RE: Stormwater Management Plan
Upchurch Farms Subdivision
Cary, Wake County, North Carolina
S&EC Project #: 98-3724
DWQ Project #01-0357
Dear Mr. Dorney:
df301? 5??-----r
nn 5 1 ?tIW
Thank you for the recent 401 Certification approval of the revised impact plans for
Upchurch Farms Subdivision, dated 5/9/02. The purpose of this letter is to respond to the
additional condition of the 5/9/02 Certification requiring stormwater treatment for the
multifamily portions of the subdivision.
Stormwater treatment was required for the multifamily portions of the subdivision by
NC-DWQ as a condition of the 401 Certification issued on 6/12/01 (see attached). The
applicant responded to this condition in the 3/20/02 permit application submittal. The
applicant's 3/20/02 application included plans and calculations for a wet detention pond,
designed by Rice and Associates, to provide stormwater treatment for the high density
multifamily portion of the site as specified in the 6/12/01 Certification.
Please advise us as to whether or not the proposed stormwater management plan provided
in the applicant's 3/20/02 application is adequate. If further information is needed
regarding plans for the proposed wet detention pond, please contact Mr. Steve Rice, of
Rice and Associates, at [phone].
Charlotte Office: Greensboro Office: Hickory Office:
PMB 291, 3020-I Prosperity Church Road 3817-E Lawndale Drive 910 Boston Road
Charlotte, NC 28269-7197 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
May 15, 2002
S&EC Project #: 98-3724
Page 2 of 2
Thank you for your attention to this matter.
Sincerely,
Brad uther
Environmental Scientist
Attachments:
401 Water Quality Certification (5/9/02)
401 Water Quality Certification (6/12/01)
c: Ms. Cyndi Karoly, NC-DWQ 401 /Wetlands Unit
Mr. Mike Jones, Mercury Development
Mr. Steve Rice, Rice & Associates
?0 WAT ARP
,c 7
o?? r --1
>
Michael F. Easley
Governor
M AY 1 4 2002
William G. Ross, Jr., Secretary
nt of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
May 9, 2002
DW Q# 01-0357
Wake County
Upchurch Farms
5660 Six Forks Road, Suite 202
Raleigh, NC, 27609
APPROVAL of 401 Water Quality Certification with Additional Conditions and Neuse River Buffer Rules
Dear Sirs:
You have our approval, in accordance with the attached conditions and the condition listed below, to place fill in 0.2122 acre of
wetlands and 289 linear feet of perennial streams, and 396 linear feet of intermittent unnamed tributaries to White Oak Creek in order to
construct the Upchurch Farms residential project in New Hanover County, as you described in your modification request received by the
Division of Water Quality on March 20, 2002. This project is to be constructed in accordance with the site plans and commitments
provided on May 1^ and 30, 2001, and March 20, 2002. A!4,c: reviewing your spp!icstion, we have determined that this fi!I is covered by
General Water Quality Certification Numbers 3374 and 3362. This Certification allows you to use Nationwide Permit Numbers 12, 39 and
43 when issued by the U.S. Army Corps of Engineers. This approval is also valid for the Neuse River Buffer Rules (15A NCAC 2B .0233).
In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification. This Certification replaces the one issued to
you on June 12, 2001.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be
given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h).
For this approval to be valid, you must follow the conditions listed in the attached certification and the additional condition listed below:
An additional condition is that a final, written stormwater management plan for the multi-family portions of the subdivision as
shown on the plans dated May 30, 2001 shall be approved in writing by this Office before the impacts specified in this
Certification occur. The stormwater management plan must include plans and specifications for stormwater management
facilities designed to remove 85% TSS according to the most recent version of the NC DENR Stormwater Best Management
Practices Manual and condition no. 7 of General Certification no. 3287. These facilities must be designed to treat the runoff
from the entire multi-family portion of the project, unless otherwise explicitly approved by the Division of Water Quality. Also,
before any permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and
operational, and the stormwater management plan (as approved by this Office) shall be implemented. The structural stormwater
practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality;
2. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas
within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the
issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands
Unit web site at http://h2o.enr.state.nc.us/ncwetlands .
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Cyndi Karoly at 919-733-9646 or Steve Mitchell in the DWQ Raleigh Regional Office at 919-571-4700.
Sincerely,
L?4 /(; C/
J. Thorpe, Ph.D.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), hnp://h2o.enr.state.nc.us/ncwegands/
GcF0 V F4
D
Page 2of2
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DW O Regional Office -- - ----? ---?---,, _ .? "` t
Central Files f
File Copy E
Brad Suther, 11010 Raven Ridge Road, Raleigh, NC, 27614
010357r
ofWAT49
\O? pG
T.
> -I

Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
p .? Kerr T. Stevens
Division of Water Quality
r- r1 r> ri r7
II f _, A f ??
Upchurch Farms JUN 2 2001
1001 Navaho Drive, Suite 150
Raleigh, NC, 27609
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Sirs:
Sincerely,, . A4
Kerr T. Stevens
You have our approval, in accordance with the attached conditions and the condition listed below, to place fill in 0.106 acre of
wetlands and 363.3 linear feet of unnamed tributaries to White Oak Creek in order to construct the Upchurch Farms residential project in
New Hanover County, as you described in your application received by the Division of Water Ouality on March 12, 2001 and in additional
correspondence received May 14 and 30, 2001. This project is to be constructed in accordance with the site plans and commitments
provided on May 14 and 30, 2001. After reviewing your application, we have determined that this fill is covered by General Water Quality
Certification Numbers 3287 and 3288. This Certification allows you to use Nationwide Permit Numbers 39 and 12 when issued by the
U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval
will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be
given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h).
For this approval to be valid, you must follow the conditions listed in the attached certification and the additional condition listed below:
An additional condition is that a final, written stormwater management plan for the multi-family portions of the subdivision as
shown on the plans dated May 30, 2001 shall be approved in writing by this Office before the impacts specified in this
Certification occur. The stormwater management plan must include plans and specifications for stormwater management
facilities designed to remove 85% TSS according to the most recent version of the NC DENR Stormwater Best Management
Practices Manual and condition no. 7 of General Certification no. 3287. These facilities must be designed to treat the runoff
from the entire multi-family portion of the project, unless otherwise explicitly approved by the Division of Water Quality. Also,
before any permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and
operational, and the stormwater management plan (as approved by this Office) shall be implemented. The structural stormwater
practices as approved by this Office as well as drainage pattems must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Cyndi Karoly at 919-733-9646 or Steve Mitchell in the DWO Raleigh Regional Office at 919-571-4700.
Attachment
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
%Jim Cooper, 11010 Raven Ridge Road, Raleigh, NC, 27614-'
June 12, 2001
DW Q# 01-0357
Wake County
010357
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
M1 ! 17 17 4-!On /.. L.......\ non 7'J7 COnl? /{....\ L.M..•//L.n....... .. ?..n ..n ..w /w.......Hw..d../
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Upchurch Farms
Tract 2 Phase 4
Detention Pond
Cary, North Carolina
Pin# 0743.01-6382
Prepared For:
Triton Real Estate
Feburary 2002
Rice & Associates
978 Trinity Road
Cary, NC 27511
[phone]

A,. t a

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Table of Contents
Calculations
A. Hydrograph Summary Report
B. 10 year developed inflow
C. 100 year developed inflow
D. Pond-4-2 charateristics
E. 10 year routing
F. 100 year routing
?i
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Lydrograph Summary Report
Page 1
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Volume

(acft) Return
period
(yrs) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(cuft) Hydrograph
description
1 SCS Runoff 120.6 5 730 12.28 10 ---- ------ ------ 10 developed i
2 SCS Runoff 182.8 6 726 17.58 100 ---- ------ ------ 100 develped i
4 Reservoir 176.2 6 732 16.07 100 2 348.07 169843 100yr routing
6 Reservoir 112.7 5 735 10.76 10 1 347.56 154524 10yr routing
Proj. file: POND_4_1.GPW OF file: New.IDF Run date: 02-18-2002
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Hydrograph Report
Page 1
'

'

'

' Hyd. No. 1
10 developed inflow
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration

= SCS Runoff
= 10 yrs
= 31.83 ac
= 2.9 %
= LAG
= 5.80 in
= 24 hrs

Peak discharge = 120.55 cfs
Time interval = 5 min
Curve number = 88.5
Hydraulic length = 2400 ft
Time of conc. (Tc) = 28 min
Distribution = Type II
Shape factor = 484
Total Volum e = 534,709 cuft, 12.275 acft
' Hydrograph Discharge Table
' Time -- Outflow
(hrs cfs) Time -- Outflow
(hrs cfs) Time -- Outflow
(hrs cfs) Time --
(hrs Outflow
cfs)

' 4.08 0.02
4.17 0.03 6.75
6.83 1.05
1.09 9.42
9.50 3.21
3.28 12.08
12.17 109.68
120.55 <<
4.25 0.05 6.92 1.13 9.58 3.35 12.25 114.09
4.33 0.07 7.00 1.17 9.67 3.41 12.33 99.11
4.42 0.09 7.08 1.21 9.75 3.49 12.42 83.08
' 4.50 0.12 7.17 1.25 9.83 3.59 12.50 66.51
4.58 0.15 7.25 1.29 9.92 3.71 12.58 50.33
4.67 0.18 7.33 1.33 10.00 3.86 12.67 35.61
' 4.75 0.21 7.42 1.37 10.08 4.03 12.75 24.28
4.83 0.24 7.50 1.41 10.17 4.22 12.83 19.18
4.92 0.27 7.58 1.45 10.25 4.43 12.92 17.19
' 5.00 0.30
5.08 0.33 7.67
7.75 1.50
1.54 10.33
10.42 4.67
4.93 13.00
13.08 15.57
14.26
5.17 0.36 7.83 1.58 10.50 5.20 13.17 13.21
5.25 0.40 7.92 1.62 10.58 5.49 13.25 12.37
5.33 0.43 8.00 1.66 10.67 5.81 13.33 11.69
t 5.42 0.46 8.08 1.71 10.75 6.16 13.42 11.11
5.50 0.50 8.17 1.76 10.83 6.54 13.50 10.57
5.58 0.53 8.25 1.81 10.92 6.97 13.58 10.08
' 5.67 0.56 8.33 1.87 11.00 7.43 13.67 9.63
5.75 0.60 8.42 1.95 11.08 7.85 13.75 9.22
5.83 0.64 8.50 2.04 11.17 8.35 13.83 8.84
' 5.92 0.67
6.00 0.71 8.58
8.67 2.13
2.23 11.25
11.33 8.95
9.67 13.92
14.00 8.48
8.15
6.08 0.74 8.75 2.34 11.42 10.64 14.08 7.83
6.17 0.78 8.83 2.45 11.50 11.72 14.17 7.53
6.25 0.82 8.92 2.57 11.58 13.63 14.25 7.26
' 6.33 0.86 9.00 2.69 11.67 17.63 14.33 7.03
6.42 0.89 9.08 2.80 11.75 25.17 14.42 6.83
6.50 0.93 9.17 2.92 11.83 39.15 14.50 6.67
' 6.58 0.97 9.25 3.03 11.92 62.99 14.58 6.52
6.67 1.01 9.33 3.13 12.00 88.89 14.67 6.39
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10 developed inflow
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs)
14.75 6.28 18.83 3.10
14.83 6.17 18.92 3.07
14.92 6.07 19.00 3.03
15.00 5.96 19.08 2.99
15.08 5.86 19.17 2.95
15.17 5.75 19.25 2.91
15.25 5.65 19.33 2.87
15.33 5.54 19.42 2.84
15.42 5.44 19.50 2.80
15.50 5.33 19.58 2.76
15.58 5.22 19.67 2.72
15.67 5.12 19.75 2.68
15.75 5.01 19.83 2.65
15.83 4.91 19.92 2.61
15.92 4.80 20.00 2.57
16.00 4.70 20.08 2.53
16.08 4.59 20.17 2.50
16.17 4.49 20.25 2.46
16.25 4.40 20.33 2.44
16.33 4.32 20.42 2.42
16.42 4.25 20.50 2.40
16.50 4.19 20.58 2.38
16.58 4.14 20.67 2.37
16.67 4.09 20.75 2.36
16.75 4.05 20.83 2.36
16.83 4.01 20.92 2.35
16.92 3.97 21.00 2.34
17.00 3.94 21.08 2.33
17.08 3.90 21.17 2.33
17.17 3.86 21.25 2.32
17.25 3.82 21.33 2.31
17.33 3.79 21.42 2.30
17.42 3.75 21.50 2.30
17.50 3.71 21.58 2.29
17.58 3.67 21.67 2.28
17.67 3.63 21.75 2.27
17.75 3.60 21.83 2.27
17.83 3.56 21.92 2.26
17.92 3.52 22.00 2.25
18.00 3.48 22.08 2.24
18.08 3.44 22.17 2.24
18.17 3.41 22.25 2.23
18.25 3.37 22.33 2.22
18.33 3.33 22.42 2.21
18.42 3.29 22.50 2.21
18.50 3.26 22.58 2.20
18.58 3.22 22.67 2.19
18.67 3.18 22.75 2.18
18.75 3.14 22.83 2.18
Time -- Outflow
(hrs cfs)
22.92 2.17
23.00 2.16
23.08 2.15
23.17 2.15
23.25 2.14
23.33 2.13
23.42 2.12
23.50 2.12
23.58 2.11
23.67 2.10
23.75 2.09
23.83 2.08
23.92 2.08
24.00 2.07
24.08 1.97
24.17 1.78
24.25 1.49
24.33 1.12
24.42 0.80
24.50 0.53
24.58 0.32
24.67 0.16
24.75 0.05
..End
Page 2
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Hydrograph Report
Hyd. No. 2
100 develped inflow
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 100 yrs
= 31.83 ac
= 2.9 %
= LAG
= 8.00 in
= 24 hrs
Peak discharge
Time interval
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
= 182.85 cfs
= 6 min
= 88.5
= 2400 ft
= 28 min
= Type II
= 484
Total Volume = 765,757 cult, 17.579 acft
' Hydrograph Discharge Table
' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
3.10 0.02 6.30 1.84 9.50 5.48 12.70 29.00
3.20 0.05 6.40 1.91 9.60 5.57 12.80 25.02
3.30 0.08 6.50 1.98 9.70 5.68 12.90 22.01
3.40 0.13 6.60 2.05 9.80 5.85 13.00 19.75
3.50 0.18 6.70 2.12 9.90 6.08 13.10 18.06
' 3.60 0.23 6.80 2.19 10.00 6.37 13.20 16.77
3.70 0.28 6.90 2.26 10.10 6.70 13.30 15.71
3.80 0.33 7.00 2.33 10.20 7.08 13.40 14.79
3.90 0.38 7.10 2.40 10.30 7.50 13.50 13.96
' 4.00 0.44 7.20 2.47 10.40 7.97 13.60 13.22
4.10 0.49 7.30 2.54 10.50 8.47 13.70 12.55
4.20 0.54 7.40 2
61 10
60 9
01 13
80 11
93
' 4.30 0.59 7.50 .
2.68 .
10.70 .
9.61 .
13.90 .
11.36
4.40 0.65 7.60 2.75 10.80 10.30 14.00 10.82
4.50 0.70 7.70 2.82 10.90 11.07 14.10 10.31
4.60 0.76 7.80 2.89 11.00 11.90 14.20 9.87
' 4.70 0.82 7.90 2.97 11.10 12.67 14.30 9.49
4.80 0.88 8.00 3.04 11.20 13.62 14.40 9.19
4.90 0.94 8.10 3.11 11.30 14.85 14.50 8.95
5.00 1.00 8.20 3.20 11.40 16.64 14.60 8.74
' 5.10 1.06 8.30 3.32 11.50 18.68 14.70 8.56
5.20 1.12 8.40 3.47 11.60 23.17 14.80 8.39
5.30 1.19 8.50 3
64 11
70 34
22 14
90 21
8
' 5.40 1.25 8.60 .
3.83 .
11.80 .
57.44 .
15.00 .
8.04
5.50 1.31 8.70 4.03 11.90 101.43 15.10 7.87
5.60 1.38 8.80 4.24 12.00 151.49 15.20 7.69
5.70 1.44 8.90 4.46 12.10 182.85 << 15.30 7.52
' 5.80 1.51 9.00 4.68 12.20 175.00 15.40 7.35
5.90 1.58 9.10 4.89 12.30 140.33 15.50 7.17
6.00 1.64 9.20 5.09 12.40 104.64 15.60 7.00
' 6.10 1.71 9.30 5.26 12.50 70.84 15.70 6.83
6.20 1.78 9.40 5.38 12.60 42.90 15.80 6.65
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100 develped inflow
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs)
15.90 6.48 20.80 3.20
16.00 6.30 20.90 3.19
16.10 6.14 21.00 3.18
16.20 5.98 21.10 3.17
16.30 5.85 21.20 3.15
16.40 5.74 21.30 3.14
16.50 5.65 21.40 3.13
16.60 5.58 21.50 3.12
16.70 5.52 21.60 3.10
16.80 5.45 21.70 3.09
16.90 5.39 21.80 3.08
17.00 5.33 21.90 3.07
17.10 5.27 22.00 3.05
17.20 5.21 22.10 3.04
17.30 5.14 22.20 3.03
17.40 5.08 22.30 3.02
17.50 5.02 22.40 3.00
17.60 4.96 22.50 2.99
17.70 4.89 22.60 2.98
17.80 4.83 22.70 2.97
17.90 4.77 22.80 2.95
18.00 4.71 22.90 2.94
18.10 4.65 23.00 2.93
18.20 4.58 23.10 2.92
18.30 4.52 23.20 2.91
18.40 4.46 23.30 2.89
18.50 4.40 23.40 2.88
18.60 4.33 23.50 2.87
18.70 4.27 23.60 2.86
18.80 4.21 23.70 2.84
18.90 4.15 23.80 2.83
19.00 4.09 23.90 2.82
19.10 4.02 24.00 2.81
19.20 3.96 24.10 2.56
19.30 3.90 24.20 2.09
19.40 3.84 24.30 1.39
19.50 3.77 24.40 0.83
19.60 3.71 24.50 0.42
19.70 3.65 24.60 0.14
19.80 3.59
19.90 3.52
20.00 3.46 ...End
20.10 3.40
20.20 3.35
20.30 3.30
20.40 3.27
20.50 3.25
20.60 3.23
20.70 3.22
Page 2
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Reservoir Report
Page 1
' Reservoir No. 1
pond-4-2
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [A] [B] [C]
' = 0 4
60
0 0
0 f
C
L = 0
0 24
0 0
0
Rise (in) .
. . rest
en (
t) . . .
Span (in) = 60.0 4.0 0.0 Crest El. (ft) = 0.00 346.10 0.00
' No. Barrels = 1 1 0 Weir Coeff. = 3.00 2.64 3.00
Invert El. (ft) = 339.00 344.00 0.00 Eqn. Exp. 1.50 1.50 1.50
Length (ft) = 150.0 0.0 0.0 Multi-Stage = No Yes No
' Slope (%) = 0.67 0.00 0.00
N-Value = .013 .013 .013
Orif. Coeff. = 0.60 0.60 0.60
' Multi-Stage = ----- Yes No Tailwater Elevati on = 338.00 ft
Note: All outflows have been analyzed under inlet and outlet control.

Stage / Storage / Discharge Table
' Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge
(ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
' 0.0 00 339.00 0.00 0.00 --- --- 0.00 --- 0.00
0.2 1,967 339.20 0.49 0.00 0.00 0.00
0.4 3,933 339.40 1.71 0.00 --- --- 0.00 --- 0.00
0.6 5,900
0.8 7,867 339.60
339.80 4.08
6.21 0.00
0.00 === === 0.00
0.00 === 0.00
0.00
1.0 9,834 340.00 9.94 0.00 0.00 0.00
1.2 11,800 340.20 14.78 0.00 --- --- 0.00 --- 0.00
1.4 13,767 340.40 19.10 0.00 --- 0.00 ___ 0.00
' 1.6 15,734 340.60 24.03 0.00 =__ 0.00 0.00
1.8 17,700 340.80 29.54 0.00 --- --- 0.00 --- 0.00
2.0 19,667 341.00 35.60 0.00 --- --- 0.00 --- 0.00
' 2.1 20,894 341.10 38.83 0.00 ---
- 0.00 --- 0.00
2.2 22,120 341.20 42.18 0.00 __ 0.00 0.00
2.3 23,347 341.30 45.63 0.00 --- --- 0.00 --- 0.00
' 2.4 24,573
2.5 25,800 341.40
341.50 49.20
55.49 0.00
0.00 --- _-- 0.00
0.00 --- 0.00
0.00
2.6 27,026 341.60 59.28 0.00 0.00 0.00
2.7 28,253 341.70 63.12 0.00 --- --- 0.00 --- 0.00
2.8 29,479 341.80 67.03 0.00 --- 0.00 --- 0.00
' 2.9 30,706 341.90 70.04 0.00 =__ 0.00 0.00
3.0 31,932 342.00 72.90 0.00 --- --- 0.00 --- 0.00
3.1 33,427 342.10 75.71 0.00 --- --- 0.00 --- 0.00
3.2 34,921 342.20 78.44 0.00 --- --- 0.00 --- 0.00
3.3 36,416 342.30 81.10 0.00 0.00 0.00

Continues on next page...
1

' pond-4-2 Page 2
Stage / Storage / Discharge Table
Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge
(ft) (tuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
3.4 37,910 342.40 83.68 0.00 --- --- 0.00 --- 0.00
' 3.5 39,405 342.50 86.17 0.00 0.00 0.00
3.6 40,899 342.60 88.56 0.00 --- --- 0.00 --- 0.00
3.7 42
394 342.70 90.84 0.00 --- --- 0.00 --- 0.00
' 3.8 ,
43,888 342.80 93.02 0.00 0.00 0.00
3.9 45,383 342.90 97.03 0.00 0.00 0.00
4.0 46,877 343.00 98.85 0.00 --- --- 0.00 --- 0.00
4.1 48,749 343.10 100.55 0.00 --- --- 0.00 --- 0.00
' 4.2 50,621 343.20 103.56 0.00 0.00 0.00
4.3 52,493 343.30 104.88 0.00 --- --- 0.00 --- 0.00
4.4 54,365 343.40 106.07 0.00 --- --- 0.00 --- 0.00
4.5 56,236 343.50 108.07 0.00 --- --- 0.00 --- 0.00
' 4.6 58,108 343.60 109.58 0.00 0.00 0.00
4.7 59,980 343.70 110.63 0.00 --- --- 0.00 --- 0.00
4.8 61
852 343.80 111.28 0.00 0.00 0
00
' 4.9 ,
63,724 343.90 111.59 0.00 === =_= 0.00 =_= :
0.00
5.0 65,596 344.00 149.47 0.00 0.00 0.00
5.1 67,768 344.10 152.43 0.02 --- --- 0.00 --- 0.02
5.2 69,940 344.20 155.33 0.09 _
_ 0.00 --- 0.09
' 5.3 72,113 344.30 158.18 0.15 =_
__ 0.00 0.15
5.4 74,285 344.40 160.98 0.20 --- --- 0.00 --- 0.20
5.5 76,457 344.50 163.73 0.23 --- --- 0.00 --- 0.23
5.6 78,629 344.60 166.44 0.28 --- --- 0.00 --- 0.28
' 5.7 80,801 344.70 169.10 0.31 0.00 0.31
5.8 82,974 344.80 171.72 0.33 --- --- 0.00 --- 0.33
' 5.9
6.0 85,146
87,318 344.90
345.00 174.31
176.85 0.36
0.38 --- __- 0.00
0.00 --- 0.36
0.38
6.1 89,714 345.10 179.36 0.41 0.00 0.41
6.2 92,109 345.20 181.83 0.43 --- --- 0.00 --- 0.43
6.3 94,505 345.30 184.27 0.45 --- --- 0.00 --- 0.45
' 6.4 96,900 345.40 186.68 0.47 0.00 0.47
6.5 99,296 345.50 189.06 0.49 --- --- 0.00 --- 0.49
6.6 101,691 345.60 191.41 0.50 --- --- 0.00 --- 0.50
' 6.7 104,087 345.70 193.73 0.52 ---
- 0.00 --- 0.52
6.8 106,482 345.80 196.02 0.54 __ 0.00 0.54
6.9 108,878 345.90 198.29 0.55 --- --- 0.00 --- 0.55
' 7.0
7.1 111,273
113,936 346.00
346.10 200.53
202.74 0.57
0.58 --- __- 0.00
0.00 --- 0.57
0.58
7.2 116,598 346.20 204.94 0.60 2.00 2.60
7.3 119,261 346.30 207.11 0.61 --- --- 5.67 --- 6.28
7.4 121,923 346.40 209.25 0.63 ---
- 10.41 --- 11.04
7.5 124,586 346.50 211.38 0.64 __ 16.03 16.67
7.6 127,249 346.60 213.48 0.66 --- --- 22.40 --- 23.06
7.7 129,911 346.70 215.56 0.67 --- --- 29.45 --- 30.12
7.8 132,574 346.80 217.63 0.68 __- 37.11 __- 37.79
7.9 135,236 346.90 217.66 0.69 =__ 45.34 46.04
8.0 137,899 347.00 220.42 0.71 --- --- 54.10 --- 54.80
' 8.1
8.2 140,861
143,824 347.10
347.20 223.16
225.69 0.72
0.73 -=- ___ 63.36
73.10 ___ 64.08
73.83

'
Continues on next page...
1
1
' pond 4_2 Page 3
Stage / Storage / Discharge Table
' Stage Storage Elevation Culy. A Culv. B Culv. C Weir A Weir B Weir C Discharge
(ft) (tuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
8.3 146,786 347.30 227.66 0.74 --- --- 83.29 --- 84.03
' 8.4 149,748 347.40 229.61 0.76 93.92 94.67
8.5 152,711 347.50 231.55 0.77 --- --- 104.96 --- 105.73
8.6 155
673 347.60 233.47 0.78 --- 116.40 --- 117.18
' 8.7 ,
158,635 347.70 235.38 0.79 =__ 128.24 129.03
8.8 161,597 347.80 237.27 0.80 140.44 141.25
8.9 164,560 347.90 239.15 0.81 --- --- 153.02 --- 153.83
9.0 167,522 348.00 241.01 0.82 --- __- 165.94 ___ 166.76
' 9.1 170,786 348.10 242.85 0.78 179.21 179.99
9.2 174,050 348.20 244.69 0.74 --- --- 192.82 --- 193.55
9.3 177,314 348.30 246.50 0.68 --- --- 206.75 --- 207.43
9.4 180,578 348.40 248.31 0.61 -
--- 221.01 221.62
' 9.5 183,842 348.50 250.10 0.51 __ 235.58 ___ 236.09
9.6 187,106 348.60 251.88 0.39 --- --- 250.46 --- 250.85
9.7 190,370 348.70 253.65 0.17 --- --- 265.63 --- 253.65
' 9.8 193,634 348.80 255.41 0.00 281.11 255.41
9.9 196,898 348.90 257.15 0.00 296.87 257.15
10.0 200,162 349.00 258.88 0.00 --- --- 312.90 --- 258.88
10.1 203,746 349.10 260.60 0.00 =__ --- 329.23 ___ 260.60
' 10.2 207,330 349.20 262.31 0.00 345.83 262.31
10.3 210,915 349.30 264.01 0.00 --- --- 362.70 --- 264.01
10.4 214,499 349.40 265.70 0.00 --- --- 379.83 --- 265.70
10.5 218,083 349.50 267.37 0.00 --- --- 397.23 267.37
' 10.6 221,667 349.60 269.04 0.00 414.88 ___ 269.04
10.7 225,251 349.70 270.69 0.00 --- --- 432.79 --- 270.69
10.8 228,836 349
80 272.34 0.00 --- 450.95 --- 272.34
' 10.9 232,420 :
349.90 273.97 0.00 =__ 469.35 273.97
11.0 236,004 350.00 275.60 0.00 487.99 275.60

1

1
1

t
Reservoir
Report
Page 1
' Reservoir No. 1
pond _4_2
' Culvert / Orific e Structures Weir Structures
[A] [B] [C] [A] [B] [C]
' = 0 4
60
0 0
0 L
f
C 0
= 0 24
0 0
0
Rise (in) .
. . rest
en (
t) . . .
Span (in) = 60.0 4.0 0.0 Crest El. (ft) = 0.00 346.10 0.00
' No. Barrels = 1 1 0 Weir Coeff. = 3.00 2.64 3.00
Invert El. (ft) = 339.00 344.00 0.00 Eqn. Exp. = 1.50 1.50 1.50
Length (ft) = 150.0 0.0 0.0 Multi-Stage = No Yes No
' Slope (%) = 0.67 0.00 0.00
N-Value = .013 .013 .013
' Orif. Coeff. =
Multi-Stage 0.60 0.60
Yes 0.60
No
Tailwater Elevation = 338
.00 ft

Note: All outflows have been analyzed under inlet and outlet control.

Stage / Storage / Discharge Table
' Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge
(ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
' 0.0 00 339.00 0.00 0.00 - 0.00 --- 0.00
0.2 1,967 339.20 0.49 0.00 =__ __ 0.00 0.00
0.4 3,933 339.40 1.71 0.00 --- --- 0.00 --- 0.00
' 0.6 5,900
0.8 7,867 339.60
339.80 4.08
6.21 0.00
0.00 =__ __- 0.00
0.00 --- 0.00
0.00
1.0 9,834 340.00 9.94 0.00 0.00 0.00
1.2 11,800 340.20 14.78 0.00 --- --- 0.00 --- 0.00
1.4 13,767 340.40 19.10 0.00 --- --- 0.00 --- 0.00
' 1.6 15,734 340.60 24.03 0.00 0.00 0.00
1.8 17,700 340.80 29.54 0.00 --- --- 0.00 --- 0.00
2.0 19,667 341.00 35.60 0.00 --- --- 0.00 --- 0.00
' 2.1 20,894 341.10 38.83 0.00 ---
- 0.00 --- 0.00
2.2 22,120 341.20 42.18 0.00 __ 0.00 0.00
2.3 23,347 341.30 45.63 0.00 --- --- 0.00 --- 0.00
' 2.4 24,573
2.5 25,800 341.40
341.50 49.20
55.49 0.00
0.00 --- ___ 0.00
0.00 ___ 0.00
0.00
2.6 27,026 341.60 59.28 0.00 --- 0.00 --- 0.00
2.7 28,253 341.70 63.12 0.00 --- --- 0.00 --- 0.00
2.8 29,479 341.80 67.03 0.00 --- --- 0.00 --- 0.00
' 2.9 30,706 341.90 70.04 0.00 0.00 0.00
3.0 31,932 342.00 72.90 0.00 --- --- 0.00 --- 0.00
3.1 33,427 342.10 75.71 0.00 --- --- 0.00 --- 0.00
' 3.2 34,921 342.20 78.44 0.00 --- --- 0.00 __ 0.00
3.3 36,416 342.30 81.10 0.00 0.00 = 0.00

Continues on next page...

' pond-4-2 Page 2
Stage / Storage / Discharge Table
' Stage Storage Elevation Culv. A Culy. B Culv. C Weir A Weir B Weir C Discharge
(ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
' 3.4 37,910 342.40 83.68 0.00 --- --- 0.00 --- 0.00
3.5 39,405 342.50 86.17 0.00 0.00 0.00
3.6 40,899 342.60 88.56 0.00 --- --- 0.00 --- 0.00
3.7 42,394 342.70 90.84 0.00 --- --- 0.00 --- 0.00
' 3.8 43,888 342.80 93.02 0.00 0.00 0.00
3.9 45,383 342.90 97.03 0.00 --- --- 0.00 --- 0.00
4.0 46,877 343.00 98.85 0.00 --- --- 0.00 --- 0.00
4.1 48,749 343.10 100.55 0.00 - 0.00 --- 0.00
' 4.2 50,621 343.20 103.56 0.00 =__ __ 0.00 0.00
4.3 52,493 343.30 104.88 0.00 --- --- 0.00 --- 0.00
4.4 54,365 343.40 106.07 0.00 --- --- 0.00 --- 0.00
' 4.5 56,236 343.50 108.07 0.00 ---
-- 0.00 --- 0.00
4.6 58,108 343.60 109.58 0.00 _ 0.00 0.00
4.7 59,980 343.70 110.63 0.00 --- --- 0.00 --- 0.00
' 4.8
4.9 61,852
63,724 343.80
343.90 111.28
111.59 0.00
0.00 =__ --- 0.00
0.00 --- 0.00
0.00
5.0 65,596 344.00 149.47 0.00 --- --- 0.00 --- 0.00
5.1 67,768 344.10 152.43 0.02 --- --- 0.00 --- 0.02
5.2 69,940 344.20 155.33 0.09 --- --- 0.00 -
_ 0.09
' 5.3 72,113 344.30 158.18 0.15 0.00 _ 0.15
5.4 74,285 344.40 160.98 0.20 --- --- 0.00 --- 0.20
5.5 76,457 344.50 163.73 0.23 --- --- 0.00 --- 0.23
' 5.6 78,629 344.60 166.44 0.28 ---
- 0.00 _
- 0.28
5.7 80,801 344.70 169.10 0.31 __ 0.00 = 0.31
5.8 82,974 344.80 171.72 0.33 --- --- 0.00 --- 0.33
' 5.9
6.0 85,146
87,318 344.90
345.00 174.31
176.85 0.36
0.38 --- __- 0.00
0.00 --- 0.36
0.38
6.1 89,714 345.10 179.36 0.41 --- --- 0.00 --- 0.41
6.2 92,109 345.20 181.83 0.43 --- --- 0.00 --- 0.43
6.3 94,505 345.30 184.27 0.45 --- --- 0.00 --- 0.45
' 6.4 96,900 345.40 186.68 0.47 0.00 0.47
6.5 99,296 345.50 189.06 0.49 --- --- 0.00 --- 0.49
6.6 101,691 345.60 191.41 0.50 --- --- 0.00 --- 0.50
6.7 104,087 345.70 193.73 0.52 0.00 0.52
6.8 106,482 345.80 196.02 0.54 0.00 0.54
6.9 108,878 345.90 198.29 0.55 --- --- 0.00 --- 0.55
' 7.0
7.1 111,273
113,936 346.00
346.10 200.53
202.74 0.57
0.58 --- --- 0.00
0.00 --- 0.57
0.58
7.2 116,598 346.20 204.94 0.60 --- --- 2.00 --- 2.60
7.3 119,261 346.30 207.11 0.61 --- --- 5.67 --- 6.28
7.4 121,923 346.40 209.25 0.63 --- --- 10.41 - 11.04
' 7.5 124,586 346.50 211.38 0.64 16.03 =_ 16.67
7.6 127,249 346.60 213.48 0.66 --- --- 22.40 --- 23.06
7.7 129,911 346.70 215.56 0.67 --- --- 29.45 --- 30.12
' 7.8 132,574 346.80 217.63 0.68 --- --- 37.11 --- 37.79
7.9 135,236 346.90 217.66 0.69 45.34 46.04
8.0 137,899 347.00 220.42 0.71 --- --- 54.10 --- 54.80
8.1
8.2 140,861
143,824 347.10
347.20 223.16
225.69 0.72
0.73 --- --- 63.36
73.10 --- 64.08
73
83
.
'
Continues on next page...
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pond-4-2
Stage / Storage / Discharge Table
Page 3
Stage Storage Elevation Culv. A Culy. B Culy. C Weir A Weir B Weir C Discharge
(ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
8.3 146,786 347.30 227.66 0.74 --- --- 83.29 --- 84.03
8.4 149,748 347.40 229.61 0.76 --- --- 93.92 --- 94.67
8.5 152,711 347.50 231.55 0.77 --- --- 104.96 --- 105.73
8.6 155,673 347.60 233.47 0.78 --- --- 116.40 --- 117.18
8.7 158,635 347.70 235.38 0.79 --- --- 128.24 --- 129.03
8.8 161,597 347.80 237.27 0.80 --- --- 140.44 --- 141.25
8.9 164,560 347.90 239.15 0.81 --- --- 153.02 --- 153.83
9.0 167,522 348.00 241.01 0.82 --- --- 165.94 --- 166.76
9.1 170,786 348.10 242.85 0.78 --- --- 179.21 --- 179.99
9.2 174,050 348.20 244.69 0.74 --- --- 192.82 --- 193.55
9.3 177,314 348.30 246.50 0.68 --- --- 206.75 --- 207.43
9.4 180,578 348.40 248.31 0.61 --- --- 221.01 --- 221.62
9.5 183,842 348.50 250.10 0.51 --- --- 235.58 --- 236.09
9.6 187,106 348.60 251.88 0.39 --- --- 250.46 --- 250.85
9.7 190,370 348.70 253.65 0.17 --- --- 265.63 --- 253.65
9.8 193,634 348.80 255.41 0.00 --- --- 281.11 --- 255.41
9.9 196,898 348.90 257.15 0.00 --- --- 296.87 --- 257.15
10.0 200,162 349.00 258.88 0.00 --- --- 312.90 --- 258.88
10.1 203,746 349.10 260.60 0.00 --- --- 329.23 --- 260.60
10.2 207,330 349.20 262.31 0.00 --- --- 345.83 --- 262.31
10.3 210,915 349.30 264.01 0.00 --- --- 362.70 --- 264.01
10.4 214,499 349.40 265.70 0.00 --- --- 379.83 --- 265.70
10.5 218,083 349.50 267.37 0.00 --- --- 397.23 --- 267.37
10.6 221,667 349.60 269.04 0.00 --- --- 414.88 --- 269.04
10.7 225,251 349.70 270.69 0.00 --- --- 432.79 --- 270.69
10.8 228,836 349.80 272.34 0.00 --- --- 450.95 --- 272.34
10.9 232,420 349.90 273.97 0.00 --- --- 469.35 --- 273.97
11.0 236,004 350.00 275.60 0.00 --- --- 487.99 --- 275.60

Hydrograph Report

1

Hyd. No. 6
10yr routing
Page 1
Hydrograph type = Reservoir Peak discharge = 112.74 cfs
Storm frequency = 10 yrs Time interval = 5 min
Inflow hyd. No. = 1 Reservoir name = pond_4_2
Max. Elevation = 347.56 ft Max. Storage = 154,524 cuft
Storage indication method used. Total Volume = 468,789 cuft, 10.762 acft
Hydro graph Discharge Table
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
11.58 13.63 344.18 154.76 0.07 ----- ----- ----- ----- 0.07
11.67 17.63 344.39 160.82 0.20 ----- ----- ----- ----- 0.20
11.75 25.17 344.69 168.74 0.30 ----- ----- ----- ----- 0.30
11.83 39.15 345.11 179.70 0.41 ----- ----- ----- ----- 0.41
11.92 62.99 345.75 194.82 0.53 ----- ----- ----- ----- 0.53
12.00 88.89 346.52 211.86 0.64 ----- ----- 17.51 ----- 18.16
12.08 109.68 347.14 224.18 0.72 ----- ----- 67.31 ----- 68.03
12.17 120.55 << 347.45 230.64 0.76 ----- ----- 99.76 ----- 100.52
12.25 114.09 347.56 232.73 0.77 ----- ----- 111.96 ----- 112.74 <<
12.33 99.11 347.52 231.97 0.77 ----- ----- 107.46 ----- 108.23
12.42 83.08 347.41 229.82 0.76 ----- ----- 95.12 ----- 95.88
12.50 66.51 347.27 227.10 0.74 ----- ----- 80.42 ----- 81.16
12.58 50.33 347.12 223.63 0.72 ----- ----- 65.19 ----- 65.91
12.67 35.61 346.96 219.24 0.70 ----- ----- 50.36 ----- 51.06
12.75 24.28 346.80 217.54 0.68 ----- ----- 36.80 ----- 37.48
12.83 19.18 346.67 214.97 0.66 ----- ----- 27.43 ----- 28.09
12.92 17.19 346.59 213.29 0.65 ----- ----- 21.84 ----- 22.50
13.00 15.57 346.54 212.23 0.65 ----- ----- 18.61 ----- 19.26
13.08 14.26 346.50 211.47 0.64 ----- ----- 16.32 ----- 16.96
13.17 13.21 346.48 210.89 0.64 ----- ----- 14.74 ----- 15.38
13.25 12.37 346.45 210.42 0.64 ----- ----- 13.50 ----- 14.13
13.33 11.69 346.44 210.04 0.63 ----- ----- 12.49 ----- 13.12
13.42 11.11 346.42 209.72 0.63 ----- ----- 11.66 ----- 12.29
13.50 10.57 346.41 209.46 0.63 ----- ----- 10.96 ----- 11.59
13.58 10.08 346.40 209.23 0.63 ----- ----- 10.36 ----- 10.99
13.67 9.63 346.39 209.01 0.63 ----- ----- 9.89 ----- 10.51
13.75 9.22 346.38 208.81 0.62 ----- ----- 9.43 ----- 10.05
13.83 8.84 346.37 208.61 0.62 ----- ----- 9.00 ----- 9.62
13.92 8.48 346.36 208.43 0.62 ----- ----- 8.59 ----- 9.22
14.00 8.15 346.35 208.26 0.62 ----- ----- 8.21 ----- 8.84
14.08 7.83 346.35 208.09 0.62 ----- ----- 7.86 ----- 8.48
14.17 7.53 346.34 207.94 0.62 ----- ----- 7.52 ----- 8.14
14.25 7.26 346.33 207.80 0.62 ----- ----- 7.21 ----- 7.82
14.33 7.03 346.33 207.67 0.62 ----- ----- 6.92 ----- 7.54
14.42 6.83 346.32 207.56 0.62 ----- ----- 6.67 ----- 7.28
14.50 6.67 346.32 207.46 0.62 ----- ----- 6.44 ----- 7.06
Continues on next page...

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10yr routing
Hydrograph Discharge Table
Page 2
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
14.58 6.52 346.31 207.37 0.62 ----- ----- 6.25 ----- 6.86
14.67 6.39 346.31 207.29 0.61 ----- ----- 6.07 ----- 6.69
14.75 6.28 346.31 207.22 0.61 ----- ----- 5.93 ----- 6.54
14.83 6.17 346.30 207.16 0.61 ----- ----- 5.79 ----- 6.41
14.92 6.07 346.30 207.11 0.61 ----- ----- 5.67 ----- 6.28
15.00 5.96 346.30 207.05 0.61 ----- ----- 5.58 ----- 6.19
15.08 5.86 346.29 206.99 0.61 ----- ----- 5.48 ----- 6.09
15.17 5.75 346.29 206.94 0.61 ----- ----- 5.38 ----- 5.99
15.25 5.65 346.29 206.88 0.61 ----- ----- 5.28 ----- 5.89
15.33 5.54 346.29 206.82 0.61 ----- ----- 5.18 ----- 5.79
15.42 5.44 346.28 206.75 0.61 ----- ----- 5.07 ----- 5.69
15.50 5.33 346.28 206.69 0.61 ----- ----- 4.97 ----- 5.58
15.58 5.22 346.28 206.63 0.61 ----- ----- 4.87 ----- 5.48
15.67 5.12 346.28 206.57 0.61 ----- ----- 4.76 ----- 5.37
15.75 5.01 346.27 206.51 0.61 ----- ----- 4.66 ----- 5.27
15.83 4.91 346.27 206.45 0.61 ----- ----- 4.55 ----- 5.16
15.92 4.80 346.27 206.38 0.61 ----- ----- 4.45 ----- 5.06
16.00 4.70 346.26 206.32 0.61 ----- ----- 4.34 ----- 4.95
16.08 4.59 346.26 206.26 0.61 ----- ----- 4.24 ----- 4.84
16.17 4.49 346.26 206.20 0.61 ----- ----- 4.13 ----- 4.74
16.25 4.40 346.26 206.14 0.61 ----- ----- 4.03 ----- 4.64
16.33 4.32 346.25 206.08 0.61 ----- ----- 3.94 ----- 4.54
16.42 4.25 346.25 206.03 0.61 ----- ----- 3.85 ----- 4.45
16.50 4.19 346.25 205.98 0.61 ----- ----- 3.77 ----- 4.37
16.58 4.14 346.25 205.94 0.61 ----- ----- 3.69 ----- 4.30
16.67 4.09 346.24 205.90 0.61 ----- ----- 3.63 ----- 4.24
16.75 4.05 346.24 205.87 0.61 ----- ----- 3.57 ----- 4.18
16.83 4.01 346.24 205.84 0.61 ----- ----- 3.52 ----- 4.13
16.92 3.97 346.24 205.81 0.60 ----- ----- 3.48 ----- 4.08
17.00 3.94 346.24 205.78 0.60 ----- ----- 3.43 ----- 4.04
17.08 3.90 346.24 205.76 0.60 ----- ----- 3.39 ----- 4.00
17.17 3.86 346.24 205.73 0.60 ----- ----- 3.35 ----- 3.96
17.25 3.82 346.24 205.71 0.60 ----- ----- 3.31 ----- 3.92
17.33 3.79 346.23 205.69 0.60 ----- ----- 3.27 ----- 3.88
17.42 3.75 346.23 205.67 0.60 ----- ----- 3.24 ----- 3.84
17.50 3.71 346.23 205.64 0.60 ----- ----- 3.20 ----- 3.80
17.58 3.67 346.23 205.62 0.60 ----- ----- 3.16 ----- 3.76
17.67 3.63 346.23 205.60 0.60 ----- ----- 3.12 ----- 3.73
17.75 3.60 346.23 205.58 0.60 ----- ----- 3.08 ----- 3.69
17.83 3.56 346.23 205.55 0.60 ----- ----- 3.05 ----- 3.65
17.92 3.52 346.23 205.53 0.60 ----- ----- 3.01 ----- 3.61
18.00 3.48 346.23 205.51 0.60 ----- ----- 2.97 ----- 3.57
18.08 3.44 346.23 205.49 0.60 ----- ----- 2.93 ----- 3.54
18.17 3.41 346.22 205.46 0.60 ----- ----- 2.90 ----- 3.50
18.25 3.37 346.22 205.44 0.60 ----- ----- 2.86 ----- 3.46
18.33 3.33 346.22 205.42 0.60 ----- ----- 2.82 ----- 3.42
18.42 3.29 346.22 205.40 0.60 ----- ----- 2.78 ----- 3.38
18.50 3.26 346.22 205.37 0.60 ----- ----- 2.74 ----- 3.35
18.58 3.22 346.22 205.35 0.60 ----- ----- 2.71 ----- 3.31
Continues on next page...
C
n

1

1
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1

1

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10yr routing
Hydrograph Discharge Table
Page 3
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
18.67 3.18 346.22 205.33 0.60 ----- ----- 2.67 ----- 3.27
18.75 3.14 346.22 205.31 0.60 ----- ----- 2.63 ----- 3.23
18.83 3.10 346.22 205.29 0.60 ----- ----- 2.59 ----- 3.19
18.92 3.07 346.22 205.26 0.60 ----- ----- 2.56 ----- 3.16
19.00 3.03 346.21 205.24 0.60 ----- ----- 2.52 ----- 3.12
19.08 2.99 346.21 205.22 0.60 ----- ----- 2.48 ----- 3.08
19.17 2.95 346.21 205.20 0.60 ----- ----- 2.44 ----- 3.04
19.25 2.91 346.21 205.17 0.60 ----- ----- 2.40 ----- 3.00
19.33 2.87 346.21 205.15 0.60 ----- ----- 2.37 ----- 2.97
19.42 2.84 346.21 205.13 0.60 ----- ----- 2.33 ----- 2.93
19.50 2.80 346.21 205.11 0.60 ----- ----- 2.29 ----- 2.89
19.58 2.76 346.21 205.08 0.60 ----- ----- 2.25 ----- 2.85
19.67 2.72 346.21 205.06 0.60 ----- ----- 2.21 ----- 2.81
19.75 2.68 346.20 205.04 0.60 ----- ----- 2.18 ----- 2.78
19.83 2.65 346.20 205.02 0.60 ----- ----- 2.14 ----- 2.74
19.92 2.61 346.20 204.99 0.60 ----- ----- 2.10 ----- 2.70
20.00 2.57 346.20 204.97 0.60 ----- ----- 2.06 ----- 2.66
20.08 2.53 346.20 204.95 0.60 ----- ----- 2.03 ----- 2.62
20.17 2.50 346.20 204.93 0.60 ----- ----- 1.99 ----- 2.59
20.25 2.46 346.20 204.90 0.60 ----- ----- 1.97 ----- 2.57
20.33 2.44 346.20 204.87 0.60 ----- ----- 1.95 ----- 2.55
20.42 2.42 346.20 204.85 0.60 ----- ----- 1.92 ----- 2.52
20.50 2.40 346.19 204.82 0.60 ----- ----- 1.90 ----- 2.50
20.58 2.38 346.19 204.80 0.60 ----- ----- 1.88 ----- 2.48
20.67 2.37 346.19 204.78 0.60 ----- ----- 1.86 ----- 2.46
20.75 2.36 346.19 204.76 0.60 ----- ----- 1.84 ----- 2.44
20.83 2.36 346.19 204.74 0.60 ----- ----- 1.82 ----- 2.42
20.92 2.35 346.19 204.73 0.60 ----- ----- 1.81 ----- 2.41
21.00 2.34 346.19 204.71 0.60 ----- ----- 1.80 ----- 2.40
21.08 2.33 346.19 204.70 0.60 ----- ----- 1.79 ----- 2.38
21.17 2.33 346.19 204.69 0.60 ----- ----- 1.78 ----- 2.37
21.25 2.32 346.19 204.68 0.60 ----- ----- 1.77 ----- 2.36
21.33 2.31 346.19 204.66 0.60 ----- ----- 1.76 ----- 2.35
21.42 2.30 346.19 204.65 0.60 ----- ----- 1.75 ----- 2.34
21.50 2.30 346.19 204.65 0.60 ----- ----- 1.74 ----- 2.33
21.58 2.29 346.19 204.64 0.60 ----- ----- 1.73 ----- 2.33
21.67 2.28 346.19 204.63 0.60 ----- ----- 1.72 ----- 2.32
21.75 2.27 346.19 204.62 0.60 ----- ----- 1.71 ----- 2.31
21.83 2.27 346.19 204.61 0.60 ----- ----- 1.70 ----- 2.30
21.92 2.26 346.18 204.60 0.60 ----- ----- 1.70 ----- 2.29
22.00 2.25 346.18 204.59 0.60 ----- ----- 1.69 ----- 2.29
22.08 2.24 346.18 204.58 0.60 ----- ----- 1.68 ----- 2.28
22.17 2.24 346.18 204.58 0.60 ----- ----- 1.67 ----- 2.27
22.25 2.23 346.18 204.57 0.60 ----- ----- 1.67 ----- 2.26
22.33 2.22 346.18 204.56 0.60 ----- ----- 1.66 ----- 2.25
22.42 2.21 346.18 204.55 0.60 ----- ----- 1.65 ----- 2.25
22.50 2.21 346.18 204.54 0.60 ----- ----- 1.64 ----- 2.24
22.58 2.20 346.18 204.53 0.60 ----- ----- 1.64 ----- 2.23
22.67 2.19 346.18 204.53 0.60 ----- ----- 1.63 ----- 2.22
Continues on next page...

1
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10yr routing
Hydrograph Discharge Table
Page 4
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
22.75 2.18 346.18 204.52 0.60 ----- ----- 1.62 ----- 2.22
22.83 2.18 346.18 204.51 0.60 ----- ----- 1.61 ----- 2.21
22.92 2.17 346.18 204.50 0.60 ----- ----- 1.61 ----- 2.20
23.00 2.16 346.18 204.49 0.60 ----- ----- 1.60 ----- 2.19
23.08 2.15 346.18 204.48 0.60 ----- ----- 1.59 ----- 2.19
23.17 2.15 346.18 204.48 0.60 ----- ----- 1.58 ----- 2.18
23.25 2.14 346.18 204.47 0.60 ----- ----- 1.58 ----- 2.17
23.33 2.13 346.18 204.46 0.60 ----- ----- 1.57 ----- 2.16
23.42 2.12 346.18 204.45 0.60 ----- ----- 1.56 ----- 2.16
23.50 2.12 346.18 204.44 0.60 ----- ----- 1.55 ----- 2.15
23.58 2.11 346.18 204.43 0.60 ----- ----- 1.55 ----- 2.14
23.67 2.10 346.18 204.43 0.60 ----- ----- 1.54 ----- 2.13
23.75 2.09 346.18 204.42 0.60 ----- ----- 1.53 ----- 2.13
23.83 2.08 346.18 204.41 0.60 ----- ----- 1.52 ----- 2.12
23.92 2.08 346.18 204.40 0.60 ----- ----- 1.52 ----- 2.11
24.00 2.07 346.18 204.39 0.60 ----- ----- 1.51 ----- 2.10
24.08 1.97 346.17 204.38 0.60 ----- ----- 1.49 ----- 2.09
24.17 1.78 346.17 204.33 0.59 ----- ----- 1.45 ----- 2.04
24.25 1.49 346.17 204.24 0.59 ----- ----- 1.37 ----- 1.96
24.33 1.12 346.16 204.09 0.59 ----- ----- 1.23 ----- 1.83
24.42 0.80 346.15 203.90 0.59 ----- ----- 1.06 ----- 1.65
24.50 0.53 346.14 203.68 0.59 ----- ----- 0.86 ----- 1.45
24.58 0.32 346.13 203.46 0.59 ----- ----- 0.65 ----- 1.24
24.67 0.16 346.12 203.23 0.59 ----- ----- 0.45 ----- 1.03
24.75 0.05 346.11 203.03 0.59 ----- ----- 0.26 ----- 0.85
24.83 0.00 346.10 202.85 0.58 ----- ----- 0.09 ----- 0.68
24.92 0.00 346.10 202.69 0.58 ----- ----- ----- ----- 0.58
25.00 0.00 346.09 202.54 0.58 ----- ----- ----- ----- 0.58
25.08 0.00 346.08 202.40 0.58 ----- ----- ----- ----- 0.58
25.17 0.00 346.08 202.25 0.58 ----- ----- ----- ----- 0.58
25.25 0.00 346.07 202.11 0.58 ----- ----- ----- ----- 0.58
25.33 0.00 346.06 201.96 0.58 ----- ----- ----- ----- 0.58
25.42 0.00 346.06 201.82 0.58 ----- ----- ----- ----- 0.58
25.50 0.00 346.05 201.68 0.58 ----- ----- ----- ----- 0.58
25.58 0.00 346.05 201.53 0.58 ----- ----- ----- ----- 0.58
25.67 0.00 346.04 201.39 0.57 ----- ----- ----- ----- 0.57
25.75 0.00 346.03 201.24 0.57 ----- ----- ----- ----- 0.57
25.83 0.00 346.03 201.10 0.57 ----- ----- ----- ----- 0.57
25.92 0.00 346.02 200.96 0.57 ----- ----- ----- ----- 0.57
26.00 0.00 346.01 200.82 0.57 ----- ----- ----- ----- 0.57
26.08 0.00 346.01 200.67 0.57 ----- ----- ----- ----- 0.57
26.17 0.00 346.00 200.53 0.57 ----- ----- ----- ----- 0.57
26.25 0.00 345.99 200.37 0.57 ----- ----- ----- ----- 0.57
26.33 0.00 345.99 200.21 0.57 ----- ----- ----- ----- 0.57
26.42 0.00 345.98 200.05 0.57 ----- ----- ----- ----- 0.57
26.50 0.00 345.97 199.90 0.56 ----- ----- ----- ----- 0.56
26.58 0.00 345.96 199.74 0.56 ----- ----- ----- ----- 0.56
26.67 0.00 345.96 199.58 0.56 ----- ----- ----- ----- 0.56
26.75 0.00 345.95 199.42 0.56 ----- ----- ----- ----- 0.56
Continues on next page...

1
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10yr routing
Hydrograph Discharge Table
Page 5
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
26.83 0.00 345.94 199.27 0.56 ----- ----- ----- ----- 0.56
26.92 0.00 345.94 199.11 0.56 ----- ----- ----- ----- 0.56
27.00 0.00 345.93 198.95 0.56 ----- ----- ----- ----- 0.56
27.08 0.00 345.92 198.80 0.56 ----- ----- ----- ----- 0.56
27.17 0.00 345.92 198.64 0.56 ----- ----- ----- ----- 0.56
27.25 0.00 345.91 198.48 0.55 ----- ----- ----- ----- 0.55
27.33 0.00 345.90 198.33 0.55 ----- ----- ----- ----- 0.55
27.42 0.00 345.89 198.17 0.55 ----- ----- ----- ----- 0.55
27.50 0.00 345.89 198.02 0.55 ----- ----- ----- ----- 0.55
27.58 0.00 345.88 197.86 0.55 ----- ----- ----- ----- 0.55
27.67 0.00 345.87 197.70 0.55 ----- ----- ----- ----- 0.55
27.75 0.00 345.87 197.55 0.55 ----- ----- ----- ----- 0.55
27.83 0.00 345.86 197.39 0.55 ----- ----- ----- ----- 0.55
27.92 0.00 345.85 197.24 0.55 ----- ----- ----- ----- 0.55
28.00 0.00 345.85 197.08 0.54 ----- ----- ----- ----- 0.54
28.08 0.00 345.84 196.93 0.54 ----- ----- ----- ----- 0.54
28.17 0.00 345.83 196.77 0.54 ----- ----- ----- ----- 0.54
28.25 0.00 345.83 196.62 0.54 ----- ----- ----- ----- 0.54
28.33 0.00 345.82 196.47 0.54 ----- ----- ----- ----- 0.54
28.42 0.00 345.81 196.31 0.54 ----- ----- ----- ----- 0.54
28.50 0.00 345.81 196.16 0.54 ----- ----- ----- ----- 0.54
28.58 0.00 345.80 196.01 0.54 ----- ----- ----- ----- 0.54
28.67 0.00 345.79 195.85 0.54 ----- ----- ----- ----- 0.54
28.75 0.00 345.79 195.70 0.53 ----- ----- ----- ----- 0.53
28.83 0.00 345.78 195.55 0.53 ----- ----- ----- ----- 0.53
28.92 0.00 345.77 195.39 0.53 ----- ----- ----- ----- 0.53
29.00 0.00 345.77 195.24 0.53 ----- ----- ----- ----- 0.53
29.08 0.00 345.76 195.09 0.53 ----- ----- ----- ----- 0.53
29.17 0.00 345.75 194.94 0.53 ----- ----- ----- ----- 0.53
29.25 0.00 345.75 194.79 0.53 ----- ----- ----- ----- 0.53
29.33 0.00 345.74 194.63 0.53 ----- ----- ----- ----- 0.53
29.42 0.00 345.73 194.48 0.53 ----- ----- ----- ----- 0.53
29.50 0.00 345.73 194.33 0.52 ----- ----- ----- ----- 0.52
29.58 0.00 345.72 194.18 0.52 ----- ----- ----- ----- 0.52
29.67 0.00 345.71 194.03 0.52 ----- ----- ----- ----- 0.52
29.75 0.00 345.71 193.88 0.52 ----- ----- ----- ----- 0.52
29.83 0.00 345.70 193.73 0.52 ----- ----- ----- ----- 0.52
29.92 0.00 345.69 193.58 0.52 ----- ----- ----- ----- 0.52
30.00 0.00 345.69 193.43 0.52 ----- ----- ----- ----- 0.52
30.08 0.00 345.68 193.28 0.52 ----- ----- ----- ----- 0.52
30.17 0.00 345.67 193.13 0.52 ----- ----- ----- ----- 0.52
30.25 0.00 345.67 192.98 0.51 ----- ----- ----- ----- 0.51
30.33 0.00 345.66 192.83 0.51 ----- ----- ----- ----- 0.51
30.42 0.00 345.65 192.68 0.51 ----- ----- ----- ----- 0.51
30.50 0.00 345.65 192.53 0.51 ----- ----- ----- ----- 0.51
30.58 0.00 345.64 192.38 0.51 ----- ----- ----- ----- 0.51
30.67 0.00 345.64 192.24 0.51 ----- ----- ----- ----- 0.51
30.75 0.00 345.63 192.09 0.51 ----- ----- ----- ----- 0.51
30.83 0.00 345.62 191.94 0.51 ----- ----- ----- ----- 0.51
Continues on next page...
C

' 10yr routing Page 6
Hydrograph Discharge Table
t Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
' 30.92 0.00 345.62 191.79 0.51 --
----- 0.51
31.00 0.00 345.61 191.65 0.50 =____ _____ ___ 0.50
31.08 0.00 345.60 191.50 0.50 ----- ----- ----- ----- 0.50
' 31.17
31.25 0.00
0.00 345.60
345.59 191.35
191.21 0.50
0.50 0.50
0.50
31.33 0.00 345.59 191.06 0.50 ----- ----- ----- ----- 0.50
31.42 0.00 345.58 190.91 0.50 ----- ----- ----- ----- 0.50
31.50 0.00 345.57 190.77 0.50 ----- ----- -----
- 0.50
' 31.58 0.00 345.57 190.62 0.50 ____ 0.50
31.67 0.00 345.56 190.47 0.50 ----- ----- ----- ----- 0.50
31.75 0.00 345.55 190.33 0.49 ----- ----- ----- ----- 0.49
' 31.83 0.00 345.55 190.18 0.49 -
---- ----- 0.49
31.92 0.00 345.54 190.04 0.49 =____ ____
_ 0.49
32.00 0.00 345.54 189.89 0.49 ----- ----- ----- ----- 0.49
' 32.08
32.17 0.00
0.00 345.53
345.52 189.75
189.60 0.49
0.49 ____= 0.49
0.49
32.25 0.00 345.52 189.46 0.49 -----
----- ----- 0.49
32.33 0.00 345.51 189.32 0.49 ----- ----- ----- ----- 0.49
32.42 0.00 345.50 189.17 0.49 ----- ----- ----- ----- 0.49
' 32.50 0.00 345.50 189.03 0.48 0.48
32.58 0.00 345.49 188.89 0.48 ----- ----- ----- ----- 0.48
32.67 0.00 345.49 188.74 0.48 ----- ----- ----- ----- 0.48
' 32.75 0.00 345.48 188.60 0.48 -----
--- ----- ----- 0.48
32.83 0.00 345.47 188.45 0.48 __ 0.48
32.92 0.00 345.47 188.31 0.48 ----- ----- ----- ----- 0.48
' 33.00
33.08 0.00
0.00 345.46
345.46 188.17
188.03 0.48
0.48 -- 0.48
0.48
33.17 0.00 345.45 187.89 0.48 ----- ----- ----- ----- 0.48
33.25 0.00 345.44 187.74 0.47 ----- ----- ----- ----- 0.47
33.33 0.00 345.44 187.60 0.47 ----- ----- ----- ----- 0.47
' 33.42 0.00 345.43 187.46 0.47 0.47
33.50 0.00 345.43 187.32 0.47 ----- ----- ----- ----- 0.47
33.58 0.00 345.42 187.18 0.47 ----- ----- ----- ----- 0.47
' 33.67 0.00 345.42 187.04 0.47 ----- -----
--- 0.47
33.75 0.00 345.41 186.90 0.47 _____ __ 0.47
33.83 0.00 345.40 186.76 0.47 ----- ----- ----- ----- 0.47
' 33.92
34.00 0.00
0.00 345.40
345.39 186.62
186.48 0.47
0.46 0.47
0.46
34.08 0.00 345.39 186.34 0.46 ----- ----- ----- ----- 0.46
34.17 0.00 345.38 186.20 0.46 ----- ----- ----- ----- 0.46
34.25 0.00 345.37 186.06 0.46 ----- -----
----- 0.46
' 34.33 0.00 345.37 185.92 0.46 _=_=_ 0.46
34.42 0.00 345.36 185.78 0.46 ----- ----- ----- ----- 0.46
34.50 0.00 345.36 185.65 0.46 ----- ----- ----- ----- 0.46
' 34.58 0.00 345.35 185.51 0.46 ----- ----- ----- ----- 0.46
34.67 0.00 345.35 185.37 0.46 0.46
34.75 0.00 345.34 185.23 0.45 ----- ----- ----- ----- 0.45
' 34.83
34.92 0.00
0.00 345.33
345.33 185.10
184.96 0.45
0.45 _____ _____ _____ ____- 0.45
0.45

Continues on next page...
1
10yr routing
Hydrograph Discharge Table
Page 7
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
35.00 0.00 345.32 184.82 0.45 ----- ----- ----- ----- 0.45
35.08 0.00 345.32 184.69 0.45 ----- ----- ----- ----- 0.45
35.17 0.00 345.31 184.55 0.45 ----- ----- ----- ----- 0.45
35.25 0.00 345.31 184.41 0.45 ----- ----- ----- ----- 0.45
35.33 0.00 345.30 184.28 0.45 ----- ----- ----- ----- 0.45
35.42 0.00 345.29 184.14 0.45 ----- ----- ----- ----- 0.45
35.50 0.00 345.29 184.01 0.45 ----- ----- ----- ----- 0.45
35.58 0.00 345.28 183.87 0.44 ----- ----- ----- ----- 0.44
35.67 0.00 345.28 183.74 0.44 ----- ----- ----- ----- 0.44
35.75 0.00 345.27 183.60 0.44 ----- ----- ----- ----- 0.44
35.83 0.00 345.27 183.47 0.44 ----- ----- ----- ----- 0.44
35.92 0.00 345.26 183.33 0.44 ----- ----- ----- ----- 0.44
36.00 0.00 345.26 183.20 0.44 ----- ----- ----- ----- 0.44
36.08 0.00 345.25 183.06 0.44 ----- ----- ----- ----- 0.44
36.17 0.00 345.24 182.93 0.44 ----- ----- ----- ----- 0.44
36.25 0.00 345.24 182.80 0.44 ----- ----- ----- ----- 0.44
36.33 0.00 345.23 182.66 0.43 ----- ----- ----- ----- 0.43
36.42 0.00 345.23 182.53 0.43 ----- ----- ----- ----- 0.43
36.50 0.00 345.22 182.40 0.43 ----- ----- ----- ----- 0.43
36.58 0.00 345.22 182.27 0.43 ----- ----- ----- ----- 0.43
36.67 0.00 345.21 182.14 0.43 ----- ----- ----- ----- 0.43
36.75 0.00 345.21 182.00 0.43 ----- ----- ----- ----- 0.43
36.83 0.00 345.20 181.87 0.43 ----- ----- ----- ----- 0.43
36.92 0.00 345.20 181.74 0.43 ----- ----- ----- ----- 0.43
37.00 0.00 345.19 181.61 0.43 ----- ----- ----- ----- 0.43
37.08 0.00 345.19 181.48 0.42 ----- ----- ----- ----- 0.42
37.17 0.00 345.18 181.35 0.42 ----- ----- ----- ----- 0.42
37.25 0.00 345.18 181.22 0.42 ----- ----- ----- ----- 0.42
37.33 0.00 345.17 181.09 0.42 ----- ----- ----- ----- 0.42
37.42 0.00 345.16 180.96 0.42 ----- ----- ----- ----- 0.42
37.50 0.00 345.16 180.83 0.42 ----- ----- ----- ----- 0.42
37.58 0.00 345.15 180.70 0.42 ----- ----- ----- ----- 0.42
37.67 0.00 345.15 180.57 0.42 ----- ----- ----- ----- 0.42
37.75 0.00 345.14 180.44 0.42 ----- ----- ----- ----- 0.42
37.83 0.00 345.14 180.31 0.41 ----- ----- ----- ----- 0.41
37.92 0.00 345.13 180.18 0.41 ----- ----- ----- ----- 0.41
38.00 0.00 345.13 180.05 0.41 ----- ----- ----- ----- 0.41
38.08 0.00 345.12 179.93 0.41 ----- ----- ----- ----- 0.41
38.17 0.00 345.12 179.80 0.41 ----- ----- ----- ----- 0.41
38.25 0.00 345.11 179.67 0.41 ----- ----- ----- ----- 0.41
38.33 0.00 345.11 179.55 0.41 ----- ----- ----- ----- 0.41
38.42 0.00 345.10 179.42 0.41 ----- ----- ----- ----- 0.41
38.50 0.00 345.10 179.29 0.41 ----- ----- ----- ----- 0.41
38.58 0.00 345.09 179.17 0.40 ----- ----- ----- ----- 0.40
38.67 0.00 345.09 179.04 0.40 ----- ----- ----- ----- 0.40
38.75 0.00 345.08 178.91 0.40 ----- ----- ----- ----- 0.40
38.83 0.00 345.08 178.79 0.40 ----- ----- ----- ----- 0.40
38.92 0.00 345.07 178.66 0.40 ----- ----- ----- ----- 0.40
39.00 0.00 345.07 178.54 0.40 ----- ----- ----- ----- 0.40
Continues on next page...
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10yrrouting Page 8
Hydrograph Discharge Table
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
39.08 0.00 345.06 178.41 0.40 ----- ----- ----- ----- 0.40
39.17 0.00 345.06 178.29 0.40 ----- ----- ----- ----- 0.40
39.25 0.00 345.05 178.16 0.40 ----- ----- ----- ----- 0.40
39.33 0.00 345.05 178.04 0.39 ----- ----- ----- ----- 0.39
39.42 0.00 345.04 177.91 0.39 ----- ----- ----- ----- 0.39
39.50 0.00 345.04 177.79 0.39 ----- ----- ----- ----- 0.39
39.58 0.00 345.03 177.67 0.39 ----- ----- ----- ----- 0.39
39.67 0.00 345.03 177.55 0.39 ----- ----- ----- ----- 0.39
39.75 0.00 345.02 177.42 0.39 ----- ----- ----- ----- 0.39
39.83 0.00 345.02 177.30 0.39 ----- ----- ----- ----- 0.39
39.92 0.00 345.01 177.18 0.39 ----- ----- ----- ----- 0.39
40.00 0.00 345.01 177.06 0.39 ----- ----- ----- ----- 0.39
40.08 0.00 345.00 176.94 0.38 ----- ----- ----- ----- 0.38
40.17 0.00 345.00 176.81 0.38 ----- ----- ----- ----- 0.38
40.25 0.00 344.99 176.68 0.38 ----- ----- ----- ----- 0.38
40.33 0.00 344.99 176.54 0.38 ----- ----- ----- ----- 0.38
40.42 0.00 344.98 176.41 0.38 ----- ----- ----- ----- 0.38
40.50 0.00 344.98 176.28 0.38 ----- ----- ----- ----- 0.38
40.58 0.00 344.97 176.15 0.38 ----- ----- ----- ----- 0.38
40.67 0.00 344.97 176.01 0.38 ----- ----- ----- ----- 0.38
40.75 0.00 344.96 175.88 0.37 ----- ----- ----- ----- 0.37
40.83 0.00 344.96 175.75 0.37 ----- ----- ----- ----- 0.37
40.92 0.00 344.95 175.62 0.37 ----- ----- ----- ----- 0.37
41.00 0.00 344.95 175.49 0.37 ----- ----- ----- ----- 0.37
41.08 0.00 344.94 175.36 0.37 ----- ----- ----- ----- 0.37
41.17 0.00 344.94 175.23 0.37 ----- ----- ----- ----- 0.37
41.25 0.00 344.93 175.10 0.37 ----- ----- ----- ----- 0.37
41.33 0.00 344.93 174.97 0.37 ----- ----- ----- ----- 0.37
41.42 0.00 344.92 174.84 0.36 ----- ----- ----- ----- 0.36
41.50 0.00 344.92 174.71 0.36 ----- ----- ----- ----- 0.36
41.58 0.00 344.91 174.59 0.36 ----- ----- ----- ----- 0.36
41.67 0.00 344.91 174.46 0.36 ----- ----- ----- ----- 0.36
41.75 0.00 344.90 174.33 0.36 ----- ----- ----- ----- 0.36
41.83 0.00 344.90 174.21 0.36 ----- ----- ----- ----- 0.36
41.92 0.00 344.89 174.08 0.36 ----- ----- ----- ----- 0.36
42.00 0.00 344.89 173.95 0.36 ----- ----- ----- ----- 0.36
42.08 0.00 344.88 173.82 0.36 ----- ----- ----- ----- 0.36
42.17 0.00 344.88 173.70 0.35 ----- ----- ----- ----- 0.35
42.25 0.00 344.87 173.57 0.35 ----- ----- ----- ----- 0.35
42.33 0.00 344.87 173.45 0.35 ----- ----- ----- ----- 0.35
42.42 0.00 344.86 173.32 0.35 ----- ----- ----- ----- 0.35
42.50 0.00 344.86 173.20 0.35 ----- ----- ----- ----- 0.35
42.58 0.00 344.85 173.07 0.35 ----- ----- ----- ----- 0.35
42.67 0.00 344.85 172.95 0.35 ----- ----- ----- ----- 0.35
42.75 0.00 344.84 172.83 0.35 ----- ----- ----- ----- 0.35
42.83 0.00 344.84 172.70 0.34 ----- ----- ----- ----- 0.34
42.92 0.00 344.83 172.58 0.34 ----- ----- ----- ----- 0.34
43.00 0.00 344.83 172.46 0.34 ----- ----- ----- ----- 0.34
43.08 0.00 344.82 172.34 0.34 ----- ----- ----- ----- 0.34
Continues on next page...

' 10yr routing Page 9
Hydrograph Discharge Table
' Time Inflow Elevation Culy. A Culy. B Culv. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
' 43.17 0.00 344.82 172.21 0.34 ----- -----
- 0.34
43.25 0.00 344.81 172.09 0.34 ____
=___= 0.34
43.33 0.00 344.81 171.97 0.34 ----- ----- ----- ----- 0.34
' 43.42
43.50 0.00
0.00 344.81
344.80 171.85
171.73 0.34
0.33 0.34
0.33
43.58 0.00 344.80 171.61 0.33 ----- ----- ----- ----- 0.33
43.67 0.00 344.79 171.49 0.33 ----- ----- ----- ----- 0.33
43.75 0.00 344.79 171.37 0.33 ----- ----- 0.33
' 43.83 0.00 344.78 171.25 0.33 =__=_ =___= 0.33
43.92 0.00 344.78 171.13 0.33 ----- ----- ----- ----- 0.33
44.00 0.00 344.77 171.02 0.33 ----- ----- ----- ----- 0.33
44.08 0.00 344.77 170.90 0.33 -----
----- 0.33
44.17 0.00 344.76 170.78 0.32 _____ _=__= 0.32
44.25 0.00 344.76 170.66 0.32 ----- ----- ----- ----- 0.32
' 44.33
44.42 0.00
0.00 344.7
344.75 5 170.55
170.43 0.32
0.32 0.32
0.32
44.50 0.00 344.75 170.31 0.32 ----- ----- ----- ----- 0.32
44.58 0.00 344.74 170.20 0.32 ----- ----- ----- ----- 0.32
44.67 0.00 344.74 170.08 0.32 ----- -----
----- 0.32
' 44.75 0.00 344.73 169.97 0.32 ___=_ 0.32
44.83 0.00 344.73 169.85 0.31 ----- ----- ----- ----- 0.31
44.92 0.00 344.72 169.74 0.31 ----- ----- ----- ----- 0.31
' 45.00 0.00 344.72 169.63 0.31 ----- ----- ----- ----- 0.31
45.08 0.00 344.72 169.51 0.31 0.31
45.17 0.00 344.71 169.40 0.31 ----- ----- ----- ----- 0.31
' 45.25
45.33 0.00
0.00 344.71
344.70 169.29
169.18 0.31
0.31 0.31
0.31
45.42 0.00 344.70 169.07 0.31 ----- ----- ----- ----- 0.31
45.50 0.00 344.69 168.95 0.31 ----- ----- ----- ----- 0.31
45.58 0.00 344.69 168.84 0.30 ----- -----
---- 0.30
45.67 0.00 344.69 168.73 0.30 _=___ _ 0.30
45.75 0.00 344.68 168.62 0.30 ----- ----- ----- ----- 0.30
45.83 0.00 344.68 168.51 0.30 ----- ----- ----- ----- 0.30
' 45.92 0.00 344.67 168.40 0.30 ----- ----- ----- ----- 0.30
46.00 0.00 344.67 168.29 0.30 0.30
46.08 0.00 344.67 168.18 0.30 ----- ----- ----- ----- 0.30
' 46.17
46.25 0.00
0.00 344.66
344.66 168.07
167.96 0.30
0.29 -_-__ _____ _____ __--- 0.30
0.29
46.33 0.00 344.65 167.85 0.29 ----- ----- ----- ----- 0.29
46.42 0.00 344.65 167.75 0.29 ----- ----- ----- ----- 0.29
46.50 0.00 344.65 167.64 0.29 -----
----- ----- 0.29
' 46.58 0.00 344.64 167.53 0.29 ___=_ 0.29
46.67 0.00 344.64 167.43 0.29 ----- ----- ----- ----- 0.29
46.75 0.00 344.63 167.32 0.29 ----- ----- ----- ----- 0.29
' 46.83 0.00 344.63 167.22 0.29 ___
_ -----
----
--- 0.29
46.92 0.00 344.63 167.11 0.28 =
_
__ 0.28
47.00 0.00 344.62 167.01 0.28 ----- ----- ----- ----- 0.28
47.08
47
17 0.00
0
00 344.62
344
61 166.90
166
80 0.28
0
28 ----- ----- ----- -----
----- ----- ----- ----- 0.28
0
28
. . . . . .

Continues on next page...

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10yr routing Page 10
Hydrograph Discharge Table
Time Inflow Elevation Culv. A Culv. B Culv. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
47.25 0.00 344.61 166.70 0.28 ----- ----- ----- ----- 0.28
47.33 0.00 344.61 166.59 0.28 ----- ----- ----- ----- 0.28
47.42 0.00 344.60 166.49 0.28 ----- ----- ----- ----- 0.28
47.50 0.00 344.60 166.39 0.28 ----- ----- ----- ----- 0.28
47.58 0.00 344.59 166.29 0.27 ----- ----- ----- ----- 0.27
47.67 0.00 344.59 166.18 0.27 ----- ----- ----- ----- 0.27
47.75 0.00 344.59 166.08 0.27 ----- ----- ----- ----- 0.27
47.83 0.00 344.58 165.98 0.27 ----- ----- ----- ----- 0.27
47.92 0.00 344.58 165.88 0.27 ----- ----- ----- ----- 0.27
48.00 0.00 344.58 165.78 0.27 ----- ----- ----- ----- 0.27
48.08 0.00 344.57 165.68 0.26 ----- ----- ----- ----- 0.26
48.17 0.00 344.57 165.58 0.26 ----- ----- ----- ----- 0.26
48.25 0.00 344.56 165.49 0.26 ----- ----- ----- ----- 0.26
48.33 0.00 344.56 165.39 0.26 ----- ----- ----- ----- 0.26
48.42 0.00 344.56 165.29 0.26 ----- ----- ----- ----- 0.26
48.50 0.00 344.55 165.20 0.26 ----- ----- ----- ----- 0.26
48.58 0.00 344.55 165.10 0.26 ----- ----- ----- ----- 0.26
48.67 0.00 344.55 165.01 0.25 ----- ----- ----- ----- 0.25
48.75 0.00 344.54 164.91 0.25 ----- ----- ----- ----- 0.25
48.83 0.00 344.54 164.82 0.25 ----- ----- ----- ----- 0.25
48.92 0.00 344.54 164.72 0.25 ----- ----- ----- ----- 0.25
49.00 0.00 344.53 164.63 0.25 ----- ----- ----- ----- 0.25
49.08 0.00 344.53 164.54 0.25 ----- ----- ----- ----- 0.25
49.17 0.00 344.53 164.45 0.24 ----- ----- ----- ----- 0.24
49.25 0.00 344.52 164.35 0.24 ----- ----- ----- ----- 0.24
49.33 0.00 344.52 164.26 0.24 ----- ----- ----- ----- 0.24
49.42 0.00 344.52 164.17 0.24 ----- ----- ----- ----- 0.24
49.50 0.00 344.51 164.08 0.24 ----- ----- ----- ----- 0.24
49.58 0.00 344.51 164.00 0.24 ----- ----- ----- ----- 0.24
49.67 0.00 344.51 163.91 0.24 ----- ----- ----- ----- 0.24
49.75 0.00 344.50 163.82 0.23 ----- ----- ----- ----- 0.23
49.83 0.00 344.50 163.73 0.23 ----- ----- ----- ----- 0.23
49.92 0.00 344.50 163.64 0.23 ----- ----- ----- ----- 0.23
50.00 0.00 344.49 163.55 0.23 ----- ----- ----- ----- 0.23
50.08 0.00 344.49 163.47 0.23 ----- ----- ----- ----- 0.23
50.17 0.00 344.49 163.38 0.23 ----- ----- ----- ----- 0.23
50.25 0.00 344.48 163.29 0.23 ----- ----- ----- ----- 0.23
50.33 0.00 344.48 163.21 0.23 ----- ----- ----- ----- 0.23
50.42 0.00 344.48 163.12 0.23 ----- ----- ----- ----- 0.23
50.50 0.00 344.47 163.03 0.23 ----- ----- ----- ----- 0.23
50.58 0.00 344.47 162.95 0.22 ----- ----- ----- ----- 0.22
50.67 0.00 344.47 162.86 0.22 ----- ----- ----- ----- 0.22
50.75 0.00 344.47 162.78 0.22 ----- ----- ----- ----- 0.22
50.83 0.00 344.46 162.69 0.22 ----- ----- ----- ----- 0.22
50.92 0.00 344.46 162.61 0.22 ----- ----- ----- ----- 0.22
51.00 0.00 344.46 162.52 0.22 ----- ----- ----- ----- 0.22
51.08 0.00 344.45 162.44 0.22 ----- ----- ----- ----- 0.22
51.17 0.00 344.45 162.36 0.22 ----- ----- ----- ----- 0.22
51.25 0.00 344.45 162.28 0.22 ----- ----- ----- ----- 0.22
Continues on next page...
r,

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10yrrouting Page 11
Hydrograph Discharge Table
Time Inflow Elevation Culy. A Culy. B Culv. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
51.33 0.00 344.44 162.19 0.22 ----- ----- ----- ----- 0.22
51.42 0.00 344.44 162.11 0.22 ----- ----- ----- ----- 0.22
51.50 0.00 344.44 162.03 0.21 ----- ----- ----- ----- 0.21
51.58 0.00 344.44 161.95 0.21 ----- ----- ----- ----- 0.21
51.67 0.00 344.43 161.87 0.21 ----- ----- ----- ----- 0.21
51.75 0.00 344.43 161.79 0.21 ----- ----- ----- ----- 0.21
51.83 0.00 344.43 161.71 0.21 ----- ----- ----- ----- 0.21
51.92 0.00 344.42 161.63 0.21 ----- ----- ----- ----- 0.21
52.00 0.00 344.42 161.55 0.21 ----- ----- ----- ----- 0.21
52.08 0.00 344.42 161.47 0.21 ----- ----- ----- ----- 0.21
52.17 0.00 344.41 161.39 0.21 ----- ----- ----- ----- 0.21
52.25 0.00 344.41 161.31 0.21 ----- ----- ----- ----- 0.21
52.33 0.00 344.41 161.23 0.21 ----- ----- ----- ----- 0.21
52.42 0.00 344.41 161.15 0.20 ----- ----- ----- ----- 0.20
52.50 0.00 344.40 161.07 0.20 ----- ----- ----- ----- 0.20
52.58 0.00 344.40 161.00 0.20 ----- ----- ----- ----- 0.20
52.67 0.00 344.40 160.92 0.20 ----- ----- ----- ----- 0.20
52.75 0.00 344.40 160.84 0.20 ----- ----- ----- ----- 0.20
52.83 0.00 344.39 160.76 0.20 ----- ----- ----- ----- 0.20
52.92 0.00 344.39 160.69 0.20 ----- ----- ----- ----- 0.20
53.00 0.00 344.39 160.61 0.20 ----- ----- ----- ----- 0.20
53.08 0.00 344.38 160.54 0.20 ----- ----- ----- ----- 0.20
53.17 0.00 344.38 160.46 0.19 ----- ----- ----- ----- 0.19
53.25 0.00 344.38 160.39 0.19 ----- ----- ----- ----- 0.19
53.33 0.00 344.38 160.31 0.19 ----- ----- ----- ----- 0.19
53.42 0.00 344.37 160.24 0.19 ----- ----- ----- ----- 0.19
53.50 0.00 344.37 160.16 0.19 ----- ----- ----- ----- 0.19
53.58 0.00 344.37 160.09 0.19 ----- ----- ----- ----- 0.19
53.67 0.00 344.37 160.02 0.19 ----- ----- ----- ----- 0.19
53.75 0.00 344.36 159.95 0.19 ----- ----- ----- ----- 0.19
53.83 0.00 344.36 159.88 0.18 ----- ----- ----- ----- 0.18
53.92 0.00 344.36 159.80 0.18 ----- ----- ----- ----- 0.18
54.00 0.00 344.36 159.73 0.18 ----- ----- ----- ----- 0.18
54.08 0.00 344.35 159.66 0.18 ----- ----- ----- ----- 0.18
54.17 0.00 344.35 159.59 0.18 ----- ----- ----- ----- 0.18
54.25 0.00 344.35 159.53 0.18 ----- ----- ----- ----- 0.18
54.33 0.00 344.35 159.46 0.18 ----- ----- ----- ----- 0.18
54.42 0.00 344.34 159.39 0.18 ----- ----- ----- ----- 0.18
54.50 0.00 344.34 159.32 0.17 ----- ----- ----- ----- 0.17
54.58 0.00 344.34 159.25 0.17 ----- ----- ----- ----- 0.17
54.67 0.00 344.34 159.19 0.17 ----- ----- ----- ----- 0.17
54.75 0.00 344.33 159.12 0.17 ----- ----- ----- ----- 0.17
54.83 0.00 344.33 159.06 0.17 ----- ----- ----- ----- 0.17
54.92 0.00 344.33 158.99 0.17 ----- ----- ----- ----- 0.17
55.00 0.00 344.33 158.92 0.17 ----- ----- ----- ----- 0.17
55.08 0.00 344.32 158.86 0.17 ----- ----- ----- ----- 0.17
55.17 0.00 344.32 158.80 0.17 ----- ----- ----- ----- 0.17
55.25 0.00 344.32 158.73 0.16 ----- ----- ----- ----- 0.16
55.33 0.00 344.32 158.67 0.16 ----- ----- ----- ----- 0.16
Continues on next page...
1
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¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
1
¦
¦
¦
¦
¦
10yr routing Page 12
Hydrograph Discharge Table
Time Inflow Elevation Culy. A Culv. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
55.42 0.00 344.32 158.61 0.16 ----- ----- ----- ----- 0.16
55.50 0.00 344.31 158.54 0.16 ----- ----- ----- ----- 0.16
55.58 0.00 344.31 158.48 0.16 ----- ----- ----- ----- 0.16
55.67 0.00 344.31 158.42 0.16 ----- ----- ----- ----- 0.16
55.75 0.00 344.31 158.36 0.16 ----- ----- ----- ----- 0.16
55.83 0.00 344.30 158.30 0.16 ----- ----- ----- ----- 0.16
55.92 0.00 344.30 158.24 0.16 ----- ----- ----- ----- 0.16
56.00 0.00 344.30 158.18 0.15 ----- ----- ----- ----- 0.15
56.08 0.00 344.30 158.12 0.15 ----- ----- ----- ----- 0.15
56.17 0.00 344.30 158.06 0.15 ----- ----- ----- ----- 0.15
56.25 0.00 344.29 158.00 0.15 ----- ----- ----- ----- 0.15
56.33 0.00 344.29 157.94 0.15 ----- ----- ----- ----- 0.15
56.42 0.00 344.29 157.88 0.15 ----- ----- ----- ----- 0.15
56.50 0.00 344.29 157.82 0.15 ----- ----- ----- ----- 0.15
56.58 0.00 344.29 157.76 0.14 ----- ----- ----- ----- 0.14
56.67 0.00 344.28 157.71 0.14 ----- ----- ----- ----- 0.14
56.75 0.00 344.28 157.65 0.14 ----- ----- ----- ----- 0.14
56.83 0.00 344.28 157.60 0.14 ----- ----- ----- ----- 0.14
56.92 0.00 344.28 157.54 0.14 ----- ----- ----- ----- 0.14
57.00 0.00 344.28 157.49 0.14 ----- ----- ----- ----- 0.14
57.08 0.00 344.27 157.43 0.14 ----- ----- ----- ----- 0.14
57.17 0.00 344.27 157.38 0.14 ----- ----- ----- ----- 0.14
57.25 0.00 344.27 157.33 0.13 ----- ----- ----- ----- 0.13
57.33 0.00 344.27 157.27 0.13 ----- ----- ----- ----- 0.13
57.42 0.00 344.27 157.22 0.13 ----- ----- ----- ----- 0.13
57.50 0.00 344.26 157.17 0.13 ----- ----- ----- ----- 0.13
57.58 0.00 344.26 157.12 0.13 ----- ----- ----- ----- 0.13
57.67 0.00 344.26 157.07 0.13 ----- ----- ----- ----- 0.13
57.75 0.00 344.26 157.02 0.13 ----- ----- ----- ----- 0.13
57.83 0.00 344.26 156.97 0.13 ----- ----- ----- ----- 0.13
57.92 0.00 344.26 156.92 0.12 ----- ----- ----- ----- 0.12
58.00 0.00 344.25 156.87 0.12 ----- ----- ----- ----- 0.12
58.08 0.00 344.25 156.82 0.12 ----- ----- ----- ----- 0.12
58.17 0.00 344.25 156.77 0.12 ----- ----- ----- ----- 0.12
58.25 0.00 344.25 156.73 0.12 ----- ----- ----- ----- 0.12
58.33 0.00 344.25 156.68 0.12 ----- ----- ----- ----- 0.12
58.42 0.00 344.25 156.63 0.12 ----- ----- ----- ----- 0.12
58.50 0.00 344.24 156.59 0.12 ----- ----- ----- ----- 0.12
58.58 0.00 344.24 156.54 0.12 ----- ----- ----- ----- 0.12
58.67 0.00 344.24 156.50 0.11 ----- ----- ----- ----- 0.11
58.75 0.00 344.24 156.45 0.11 ----- ----- ----- ----- 0.11
58.83 0.00 344.24 156.41 0.11 ----- ----- ----- ----- 0.11
58.92 0.00 344.24 156.36 0.11 ----- ----- ----- ----- 0.11
59.00 0.00 344.23 156.32 0.11 ----- ----- ----- ----- 0.11
59.08 0.00 344.23 156.28 0.11 ----- ----- ----- ----- 0.11
59.17 0.00 344.23 156.23 0.11 ----- ----- ----- ----- 0.11
59.25 0.00 344.23 156.19 0.11 ----- ----- ----- ----- 0.11
59.33 0.00 344.23 156.15 0.11 ----- ----- ----- ----- 0.11
59.42 0.00 344.23 156.11 0.10 ----- ----- ----- ----- 0.10
Continues on next page...

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10yrrouting Page 16
Hydrograph Discharge Table
Time Inflow Elevation Culy. A Culy. B Culv. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
71.75 0.00 344.11 152.64 0.03 ----- ----- ----- ----- 0.03
71.83 0.00 344.11 152.63 0.03 ----- ----- ----- ----- 0.03
71.92 0.00 344.11 152.62 0.03 ----- ----- ----- ----- 0.03
72.00 0.00 344.11 152.61 0.03 ----- ----- ----- ----- 0.03
72.08 0.00 344.11 152.60 0.03 ----- ----- ----- ----- 0.03
72.17 0.00 344.11 152.59 0.03 ----- ----- ----- ----- 0.03
72.25 0.00 344.11 152.58 0.03 ----- ----- ----- ----- 0.03
72.33 0.00 344.10 152.56 0.03 ----- ----- ----- ----- 0.03
72.42 0.00 344.10 152.55 0.03 ----- ----- ----- ----- 0.03
72.50 0.00 344.10 152.54 0.03 ----- ----- ----- ----- 0.03
72.58 0.00 344.10 152.53 0.03 ----- ----- ----- ----- 0.03
72.67 0.00 344.10 152.52 0.03 ----- ----- ----- ----- 0.03
72.75 0.00 344.10 152.51 0.03 ----- ----- ----- ----- 0.03
72.83 0.00 344.10 152.50 0.03 ----- ----- ----- ----- 0.03
72.92 0.00 344.10 152.49 0.03 ----- ----- ----- ----- 0.03
73.00 0.00 344.10 152.48 0.03 ----- ----- ----- ----- 0.03
73.08 0.00 344.10 152.47 0.03 ----- ----- ----- ----- 0.03
73.17 0.00 344.10 152.46 0.03 ----- ----- ----- ----- 0.03
73.25 0.00 344.10 152.45 0.03 ----- ----- ----- ----- 0.03
73.33 0.00 344.10 152.44 0.02 ----- ----- ----- ----- 0.02
73.42 0.00 344.10 152.43 0.02 ----- ----- ----- ----- 0.02
73.50 0.00 344.10 152.42 0.02 ----- ----- ----- ----- 0.02
73.58 0.00 344.10 152.41 0.02 ----- ----- ----- ----- 0.02
73.67 0.00 344.10 152.40 0.02 ----- ----- ----- ----- 0.02
73.75 0.00 344.10 152.39 0.02 ----- ----- ----- ----- 0.02
73.83 0.00 344.10 152.38 0.02 ----- ----- ----- ----- 0.02
73.92 0.00 344.10 152.37 0.02 ----- ----- ----- ----- 0.02
74.00 0.00 344.10 152.36 0.02 ----- ----- ----- ----- 0.02
74.08 0.00 344.10 152.35 0.02 ----- ----- ----- ----- 0.02
74.17 0.00 344.10 152.34 0.02 ----- ----- ----- ----- 0.02
74.25 0.00 344.10 152.33 0.02 ----- ----- ----- ----- 0.02
74.33 0.00 344.10 152.32 0.02 ----- ----- ----- ----- 0.02
74.42 0.00 344.10 152.31 0.02 ----- ----- ----- ----- 0.02
74.50 0.00 344.10 152.30 0.02 ----- ----- ----- ----- 0.02
74.58 0.00 344.10 152.29 0.02 ----- ----- ----- ----- 0.02
74.67 0.00 344.10 152.28 0.02 ----- ----- ----- ----- 0.02
74.75 0.00 344.09 152.27 0.02 ----- ----- ----- ----- 0.02
74.83 0.00 344.09 152.26 0.02 ----- ----- ----- ----- 0.02
74.92 0.00 344.09 152.25 0.02 ----- ----- ----- ----- 0.02
75.00 0.00 344.09 152.24 0.02 ----- ----- ----- ----- 0.02
75.08 0.00 344.09 152.23 0.02 ----- ----- ----- ----- 0.02
75.17 0.00 344.09 152.22 0.02 ----- ----- ----- ----- 0.02
75.25 0.00 344.09 152.21 0.02 ----- ----- ----- ----- 0.02
75.33 0.00 344.09 152.20 0.02 ----- ----- ----- ----- 0.02
75.42 0.00 344.09 152.19 0.02 ----- ----- ----- ----- 0.02
75.50 0.00 344.09 152.19 0.02 ----- ----- ----- ----- 0.02
75.58 0.00 344.09 152.18 0.02 ----- ----- ----- ----- 0.02
75.67 0.00 344.09 152.17 0.02 ----- ----- ----- ----- 0.02
75.75 0.00 344.09 152.16 0.02 ----- ----- ----- ----- 0.02
Continues on next page...
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' 10yr routing

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Hydrograph Discharge Table
Page 17
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
75.83 0.00 344.09 152.15 0.02 ----- ----- ----- ----- 0.02
75.92 0.00 344.09 152.14 0.02 ----- ----- ----- ----- 0.02
76.00 0.00 344.09 152.13 0.02 ----- ----- ----- ----- 0.02
76.08 0.00 344.09 152.12 0.02 ----- ----- ----- ----- 0.02
76.17 0.00 344.09 152.11 0.02 ----- ----- ----- ----- 0.02
76.25 0.00 344.09 152.10 0.02 ----- ----- ----- ----- 0.02
76.33 0.00 344.09 152.09 0.02 ----- ----- ----- ----- 0.02
76.42 0.00 344.09 152.09 0.02 ----- ----- ----- ----- 0.02
76.50 0.00 344.09 152.08 0.02 ----- ----- ----- ----- 0.02
76.58 0.00 344.09 152.07 0.02 ----- ----- ----- ----- 0.02
76.67 0.00 344.09 152.06 0.02 ----- ----- ----- ----- 0.02
76.75 0.00 344.09 152.05 0.02 ----- ----- ----- ----- 0.02
76.83 0.00 344.09 152.04 0.02 ----- ----- ----- ----- 0.02
76.92 0.00 344.09 152.03 0.02 ----- ----- ----- ----- 0.02
77.00 0.00 344.09 152.02 0.02 ----- ----- ----- ----- 0.02
77.08 0.00 344.09 152.02 0.02 ----- ----- ----- ----- 0.02
77.17 0.00 344.09 152.01 0.02 ----- ----- ----- ----- 0.02
77.25 0.00 344.09 152.00 0.02 ----- ----- ----- ----- 0.02
77.33 0.00 344.09 151.99 0.02 ----- ----- ----- ----- 0.02
77.42 0.00 344.08 151.98 0.02 ----- ----- ----- ----- 0.02
77.50 0.00 344.08 151.97 0.02 ----- ----- ----- ----- 0.02
77.58 0.00 344.08 151.96 0.02 ----- ----- ----- ----- 0.02
77.67 0.00 344.08 151.96 0.02 ----- ----- ----- ----- 0.02
77.75 0.00 344.08 151.95 0.02 ----- ----- ----- ----- 0.02
77.83 0.00 344.08 151.94 0.02 ----- ----- ----- ----- 0.02
77.92 0.00 344.08 151.93 0.02 ----- ----- ----- ----- 0.02
78.00 0.00 344.08 151.92 0.02 ----- ----- ----- ----- 0.02
78.08 0.00 344.08 151.91 0.02 ----- ----- ----- ----- 0.02
78.17 0.00 344.08 151.90 0.02 ----- ----- ----- ----- 0.02
78.25 0.00 344.08 151.90 0.02 ----- ----- ----- ----- 0.02
78.33 0.00 344.08 151.89 0.02 ----- ----- ----- ----- 0.02
78.42 0.00 344.08 151.88 0.02 ----- ----- ----- ----- 0.02
78.50 0.00 344.08 151.87 0.02 ----- ----- ----- ----- 0.02
78.58 0.00 344.08 151.86 0.02 ----- ----- ----- ----- 0.02
78.67 0.00 344.08 151.86 0.02 ----- ----- ----- ----- 0.02
78.75 0.00 344.08 151.85 0.02 ----- ----- ----- ----- 0.02
78.83 0.00 344.08 151.84 0.02 ----- ----- ----- ----- 0.02
78.92 0.00 344.08 151.83 0.02 ----- ----- ----- ----- 0.02
79.00 0.00 344.08 151.82 0.02 ----- ----- ----- ----- 0.02
79.08 0.00 344.08 151.82 0.02 ----- ----- ----- ----- 0.02
79.17 0.00 344.08 151.81 0.02 ----- ----- ----- ----- 0.02
79.25 0.00 344.08 151.80 0.02 ----- ----- ----- ----- 0.02
79.33 0.00 344.08 151.79 0.02 ----- ----- ----- ----- 0.02
79.42 0.00 344.08 151.78 0.02 ----- ----- ----- ----- 0.02
79.50 0.00 344.08 151.78 0.02 ----- ----- ----- ----- 0.02
79.58 0.00 344.08 151.77 0.02 ----- ----- ----- ----- 0.02
79.67 0.00 344.08 151.76 0.02 ----- ----- ----- ----- 0.02
79.75 0.00 344.08 151.75 0.02 ----- ----- ----- ----- 0.02
79.83 0.00 344.08 151.74 0.02 ----- ----- ----- ----- 0.02
Continues on next page...

' 10yr routing Page 19
Hydrograph Discharge Table
' Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
' 84.00 0.00 344.06 151.39 0.02 ----- ----- ----- 0.02
84.08 0.00 344.06 151.38 0.02 =__=_ 0.02
84.17 0.00 344.06 151.37 0.02 ----- ----- ----- ----- 0.02
' 84.25
84.33 0.00
0.00 344.06
344.06 151.37
151.36 0.02
0.02 - 0.02
0.02
84.42 0.00 344.06 151.35 0.02 ----- ----- ----- ----- 0.02
84.50 0.00 344.06 151.35 0.02 ----- ----- ----- ----- 0.02
84.58 0.00 344.06 151.34 0.02 ----- -----
_ ----- 0.02
' 84.67 0.00 344.06 151.34 0.02 ==__ 0.02
84.75 0.00 344.06 151.33 0.02 ----- ----- ----- ----- 0.02
84.83 0.00 344.06 151.32 0.02 ----- ----- ----- ----- 0.02
' 84.92 0.00 344.06 151.32 0.02 ----- ----- ----- 0.02
85.00 0.00 344.06 151.31 0.02 =__=_ 0.02
85.08 0.00 344.06 151.30 0.02 ----- ----- ----- ----- 0.02
' 85.17
85.25 0.00
0.00 344.06
344.06 151.30
151.29 0.02
0.02 0.02
0.02
85.33 0.00 344.06 151.29 0.02 ----- ----- ----- ----- 0.02
85.42 0.00 344.06 151.28 0.02 ----- ----- ----- ----- 0.02
85.50 0.00 344.06 151.27 0.02 ----- ----- ----- ----- 0.02
' 85.58 0.00 344.06 151.27 0.02 ----- ----- ----- ----- 0.02
85.67 0.00 344.06 151.26 0.01 ----- ----- ----- ----- 0.01
85.75 0.00 344.06 151.25 0.01 ----- ----- ----- ----- 0.01
' 85.83 0.00 344.06 151.25 0.01 -----
----- ----- 0.01
85.92 0.00 344.06 151.24 0.01 _____ 0.01
86.00 0.00 344.06 151.24 0.01 ----- ----- ----- ----- 0.01
' 86.08
86.17 0.00
0.00 344.06
344.06 151.23
151.22 0.01
0.01 - 0.01
0.01
8625 0.00 344.06 151.22 0.01 ----- ----- ----- ----- 0.01
86.33 0.00 344.06 151.21 0.01 ----- ----- ----- ----- 0.01
86.42 0.00 344.06 151.21 0.01 ----- -----
-- 0.01
86.50 0.00 344.06 151.20 0.01 =____
___ 0.01
86.58 0.00 344.06 151.19 0.01 ----- ----- ----- ----- 0.01
86.67 0.00 344.06 151.19 0.01 ----- ----- ----- ----- 0.01
' 86.75 0.00 344.06 151.18 0.01 ----- -----
--- ----- 0.01
86.83 0.00 344.06 151.18 0.01 __ 0.01
86.92 0.00 344.06 151.17 0.01 ----- ----- ----- ----- 0.01
87.00
87.08 0.00
0.00 344.06
344.06 151.17
151.16 0.01
0.01
_____ 0.01
0.01
87.17 0.00 344.06 151.15 0.01 ----- ----- ----- ----- 0.01
87.25 0.00 344.06 151.15 0.01 ----- ----- ----- ----- 0.01
87.33 0.00 344.06 151.14 0.01 ----- ----- ----- ----- 0.01
' 87.42 0.00 344.06 151.14 0.01 0.01
87.50 0.00 344.06 151.13 0.01 ----- ----- ----- ----- 0.01
87.58 0.00 344.06 151.13 0.01 ----- ----- ----- ----- 0.01
' 87.67 0.00 344.06 151.12 0.01 ----- ----- ----- ----- 0.01
87.75 0.00 344.06 151.11 0.01 0.01
87.83 0.00 344.06 151.11 0.01 ----- ----- ----- ----- 0.01
' 87.92
88
00 0.00
0
00 344.06
344
06 151.10
151
10 0.01
0
01 ----- ----- ----- -----
----- ----- ----- ----- 0.01
01
0
. . . . . .

Continues on next page...

r
1

r

r

1
1
10yr routing Page 20
Hydrograph Discharge Table
Time Inflow Elevation Culv. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
88.08 0.00 344.05 151.09 0.01 ----- ----- ----- ----- 0.01
88.17 0.00 344.05 151.09 0.01 ----- ----- ----- ----- 0.01
88.25 0.00 344.05 151.08 0.01 ----- ----- ----- ----- 0.01
88.33 0.00 344.05 151.08 0.01 ----- ----- ----- ----- 0.01
88.42 0.00 344.05 151.07 0.01 ----- ----- ----- ----- 0.01
88.50 0.00 344.05 151.06 0.01 ----- ----- ----- ----- 0.01
88.58 0.00 344.05 151.06 0.01 ----- ----- ----- ----- 0.01
88.67 0.00 344.05 151.05 0.01 ----- ----- ----- ----- 0.01
88.75 0.00 344.05 151.05 0.01 ----- ----- ----- ----- 0.01
88.83 0.00 344.05 151.04 0.01 ----- ----- ----- ----- 0.01
88.92 0.00 344.05 151.04 0.01 ----- ----- ----- ----- 0.01
89.00 0.00 344.05 151.03 0.01 ----- ----- ----- ----- 0.01
89.08 0.00 344.05 151.03 0.01 ----- ----- ----- ----- 0.01
89.17 0.00 344.05 151.02 0.01 ----- ----- ----- ----- 0.01
89.25 0.00 344.05 151.02 0.01 ----- ----- ----- ----- 0.01
89.33 0.00 344.05 151.01 0.01 ----- ----- ----- ----- 0.01
89.42 0.00 344.05 151.01 0.01 ----- ----- ----- ----- 0.01
89.50 0.00 344.05 151.00 0.01 ----- ----- ----- ----- 0.01
89.58 0.00 344.05 151.00 0.01 ----- ----- ----- ----- 0.01
89.67 0.00 344.05 150.99 0.01 ----- ----- ----- ----- 0.01
89.75 0.00 344.05 150.98 0.01 ----- ----- ----- ----- 0.01
89.83 0.00 344.05 150.98 0.01 ----- ----- ----- ----- 0.01
89.92 0.00 344.05 150.97 0.01 ----- ----- ----- ----- 0.01
90.00 0.00 344.05 150.97 0.01 ----- ----- ----- ----- 0.01
90.08 0.00 344.05 150.96 0.01 ----- ----- ----- ----- 0.01
90.17 0.00 344.05 150.96 0.01 ----- ----- ----- ----- 0.01
90.25 0.00 344.05 150.95 0.01 ----- ----- ----- ----- 0.01
90.33 0.00 344.05 150.95 0.01 ----- ----- ----- ----- 0.01
90.42 0.00 344.05 150.94 0.01 ----- ----- ----- ----- 0.01
90.50 0.00 344.05 150.94 0.01 ----- ----- ----- ----- 0.01
90.58 0.00 344.05 150.93 0.01 ----- ----- ----- ----- 0.01
90.67 0.00 344.05 150.93 0.01 ----- ----- ----- ----- 0.01
90.75 0.00 344.05 150.92 0.01 ----- ----- ----- ----- 0.01
90.83 0.00 344.05 150.92 0.01 ----- ----- ----- ----- 0.01
90.92 0.00 344.05 150.91 0.01 ----- ----- ----- ----- 0.01
91.00 0.00 344.05 150.91 0.01 ----- ----- ----- ----- 0.01
91.08 0.00 344.05 150.90 0.01 ----- ----- ----- ----- 0.01
91.17 0.00 344.05 150.90 0.01 ----- ----- ----- ----- 0.01
91.25 0.00 344.05 150.89 0.01 ----- ----- ----- ----- 0.01
91.33 0.00 344.05 150.89 0.01 ----- ----- ----- ----- 0.01
91.42 0.00 344.05 150.89 0.01 ----- ----- ----- ----- 0.01
91.50 0.00 344.05 150.88 0.01 ----- ----- ----- ----- 0.01
91.58 0.00 344.05 150.88 0.01 ----- ----- ----- ----- 0.01
91.67 0.00 344.05 150.87 0.01 ----- ----- ----- ----- 0.01
91.75 0.00 344.05 150.87 0.01 ----- ----- ----- ----- 0.01
91.83 0.00 344.05 150.86 0.01 ----- ----- ----- ----- 0.01
91.92 0.00 344.05 150.86 0.01 ----- ----- ----- ----- 0.01
92.00 0.00 344.05 150.85 0.01 ----- ----- ----- ----- 0.01
92.08 0.00 344.05 150.85 0.01 ----- ----- ----- ----- 0.01
Continues on next page...

1
10yr routing Page 21
Hydrograph Discharge Table
Time Inflow Elevation Culv. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
92.17 0.00 344.05 150.84 0.01 ----- ----- -----
- 0.01
92.25 0.00 344.05 150.84 0.01 ____ 0.01
92.33 0.00 344.05 150.83 0.01 ----- ----- ----- ----- 0.01
92.42 0,00 344.05 150
83 01
0 - 01
0
' 92.50 0.00 344.05 .
150.82 .
0.01 .
0.01
92.58 0.00 344.05 150.82 0.01 ----- ----- ----- ----- 0.01
92.67 0.00 344.05 150.81 0.01 ----- ----- ----- ----- 0.01
92.75 0.00 344.05 150.81 0.01 ----- -----
- 0.01
' 92.83 0.00 344.05 150.80 0.01 =____
____ 0.01
92.92 0.00 344.05 150.80 0.01 ----- ----- ----- ----- 0.01
93.00 0.00 344.04 150.80 0.01 ----- ----- ----- ----- 0.01
93.08 0.00 344.04 150.79 0.01 ----- -----
----- 0.01
t 93.17 0.00 344.04 150.79 0.01 _____ 0.01
93.25 0.00 344.04 150.78 0.01 ----- ----- ----- ----- 0.01
93.33 0.00 344.04 150.78 0.01 ----- ----- ----- ----- 01
0
' 93.42 0.00 344.04 150.77 0.01 -----
----- .
0.01
93.50 0.00 344.04 150.77 0.01 ==___
_____ 0.01
93.58 0.00 344.04 150.76 0.01 ----- ----- ----- ----- 0.01
93.67 0.00 344.04 150.76 0.01 -----
---- 0.01
' 93.75 0.00 344.04 150.76 0.01 =____
_=_=_ _ 0.01
93.83 0.00 344.04 150.75 0.01 ----- ----- ----- ----- 0.01
93.92 0.00 344.04 150.75 0.01 ----- ----- ----- ----- 0.01
94.00 0.00 344.04 150.74 0.01 ----- ----- ----- ----- 0.01
' 94.08 0.00 344.04 150.74 0.01 0.01
94.17 0.00 344.04 150.73 0.01 ----- ----- ----- ----- 0.01
94.25 0.00 344.04 150.73 0.01 01
0
t 94.33 0.00 344.04 150.73 0.01 .
0.01
94.42 0.00 344.04 150.72 0.01 ----- ----- ----- ----- 0.01
94.50 0.00 344.04 150.72 0.01 ----- ----- ----- ----- 0.01
94.58 0.00 344.04 150.71 0.01 ----- -----
----- 0.01
' 94.67 0.00 344.04 150.71 0.01 ___=_ 0.01
94.75 0.00 344.04 150.70 0.01 ----- ----- ----- ----- 0.01
94.83 0.00 344.04 150.70 0.01 ----- ----- ----- ----- 0.01
94.92 0.00 344.04 150.70 0.01 ----- -----
----- 0.01
95.00 0.00 344.04 150.69 0.01 _____ 0.01
95.08 0.00 344.04 150.69 0.01 ----- ----- ----- ----- 0.01
95.17 0.00 344.04 150.68 0.01 - 01
0
' 95.25 0.00 344.04 150.68 0.01 .
0.01
95.33 0.00 344.04 150.67 0.01 ----- ----- ----- ----- 0.01
95.42 0.00 344.04 150.67 0.01 ----- ----- ----- ----- 0.01
' 95.50 0.00 344.04 150.67 0.01 ----- ----- ----- ----- 0.01
...End

1

I Hydrograph Report

1

1
1

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u
Hyd. No. 4
100yr routing
Page 1
Hydrograph type = Reservoir Peak discharge = 176.17 cfs
Storm frequency = 100 yrs Time interval = 6 min
Inflow hyd. No. = 2 Reservoir name = pond _4_2
Max. Elevation = 348.07 ft Max. Storage = 169,843 cuft
Storage Indication method used. Total Volume = 700,040 tuft, 16.071 acft
Hydro graph Discharge Table
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
10.40 7.97 344.12 152.89 0.03 ----- ----- ----- ----- 0.03
10.50 8.47 344.25 156.78 0.12 ----- ----- ----- ----- 0.12
10.60 9.01 344.39 160.79 0.20 ----- ----- ----- ----- 0.20
10.70 9.61 344.54 164.92 0.25 ----- ----- ----- ----- 0.25
10.80 10.30 344.70 169.21 0.31 ----- ----- ----- ----- 0.31
10.90 11.07 344.88 173.68 0.35 ----- ----- ----- ----- 0.35
11.00 11.90 345.05 178.21 0.40 ----- ----- ----- ----- 0.40
11.10 12.67 345.23 182.63 0.43 ----- ----- ----- ----- 0.43
11.20 13.62 345.42 187.24 0.47 ----- ----- ----- ----- 0.47
11.30 14.85 345.63 192.11 0.51 ----- ----- ----- ----- 0.51
11.40 16.64 345.86 197.35 0.55 ----- ----- ----- ----- 0.55
11.50 18.68 346.10 202.82 0.58 ----- ----- 0.07 ----- 0.65
11.60 23.17 346.33 207.75 0.62 ----- ----- 7.09 ----- 7.70
11.70 34.22 346.54 212.16 0.65 ----- ----- 18.39 ----- 19.04
11.80 57.44 346.78 217.25 0.68 ----- ----- 35.72 ----- 36.40
11.90 101.43 347.14 224.09 0.72 ----- ----- 66.95 ----- 67.68
12.00 151.49 347.57 232.91 0.78 ----- ----- 113.06 ----- 113.84
12.10 182.85 << 347.94 239.94 0.82 ----- ----- 158.51 ----- 159.33
12.20 175.00 348.07 242.32 0.80 ----- ----- 175.38 ----- 176.17 <<
12.30 140.33 347.95 240.07 0.82 ----- ----- 159.47 ----- 160.29
12.40 104.64 347.69 235.16 0.79 ----- ----- 126.89 ----- 127.68
12.50 70.84 347.40 229.66 0.76 ----- ----- 94.17 ----- 94.93
12.60 42.90 347.12 223.59 0.72 ----- ----- 65.03 ----- 65.75
12.70 29.00 346.87 217.65 0.69 ----- ----- 43.26 ----- 43.95
12.80 25.02 346.73 216.09 0.67 ----- ----- 31.42 ----- 32.09
12.90 22.01 346.65 214.48 0.66 ----- ----- 25.78 ----- 26.44
13.00 19.75 346.60 213.41 0.65 ----- ----- 22.21 ----- 22.86
13.10 18.06 346.56 212.63 0.65 ----- ----- 19.83 ----- 20.48
13.20 16.77 346.53 212.02 0.65 ----- ----- 17.99 ----- 18.63
13.30 15.71 346.51 211.55 0.64 ----- ----- 16.55 ----- 17.19
13.40 14.79 346.49 211.15 0.64 ----- ----- 15.44 ----- 16.08
13.50 13.96 346.47 210.80 0.64 ----- ----- 14.50 ----- 15.14
13.60 13.22 346.46 210.48 0.64 ----- ----- 13.65 ----- 14.29
13.70 12.55 346.44 210.18 0.63 ----- ----- 12.88 ----- 13.51
13.80 11.93 346.43 209.92 0.63 ----- ----- 12.18 ----- 12.81
13.90 11.36 346.42 209.68 0.63 ----- ----- 11.54 ----- 12.17
Continues on next page...

' 100yr routing

1

J

1

u

LJ
Hydrograph Discharge Table
Page 2
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
14.00 10.82 346.41 209.45 0.63 ----- ----- 10.94 ----- 11.57
14.10 10.31 346.40 209.24 0.63 ----- ----- 10.39 ----- 11.02
14.20 9.87 346.39 209.04 0.63 ----- ----- 9.94 ----- 10.57
14.30 9.49 346.38 208.84 0.63 ----- ----- 9.51 ----- 10.14
14.40 9.19 346.37 208.67 0.62 ----- ----- 9.13 ----- 9.75
14.50 8.95 346.37 208.52 0.62 ----- ----- 8.79 ----- 9.42
14.60 8.74 346.36 208.39 0.62 ----- ----- 8.52 ----- 9.14
14.70 8.56 346.36 208.29 0.62 ----- ----- 8.28 ----- 8.90
14.80 8.39 346.35 208.19 0.62 ----- ----- 8.07 ----- 8.69
14.90 8.21 346.35 208.11 0.62 ----- ----- 7.88 ----- 8.50
15.00 8.04 346.34 208.02 0.62 ----- ----- 7.70 ----- 8.32
15.10 7.87 346.34 207.94 0.62 ----- ----- 7.52 ----- 8.14
15.20 7.69 346.34 207.87 0.62 ----- ----- 7.35 ----- 7.97
15.30 7.52 346.33 207.79 0.62 ----- ----- 7.17 ----- 7.79
15.40 7.35 346.33 207.71 0.62 ----- ----- 7.00 ----- 7.62
15.50 7.17 346.32 207.63 0.62 ----- ----- 6.83 ----- 7.44
15.60 7.00 346.32 207.55 0.62 ----- ----- 6.65 ----- 7.27
15.70 6.83 346.32 207.47 0.62 ----- ----- 6.48 ----- 7.10
15.80 6.65 346.31 207.39 0.62 ----- ----- 6.31 ----- 6.92
15.90 6.48 346.31 207.32 0.62 ----- ----- 6.13 ----- 6.75
16.00 6.30 346.31 207.24 0.61 ----- ----- 5.96 ----- 6.58
16.10 6.14 346.30 207.16 0.61 ----- ----- 5.79 ----- 6.40
16.20 5.98 346.30 207.08 0.61 ----- ----- 5.63 ----- 6.24
16.30 5.85 346.30 207.01 0.61 ----- ----- 5.50 ----- 6.11
16.40 5.74 346.29 206.93 0.61 ----- ----- 5.37 ----- 5.99
16.50 5.65 346.29 206.86 0.61 ----- ----- 5.26 ----- 5.87
16.60 5.58 346.29 206.80 0.61 ----- ----- 5.16 ----- 5.77
16.70 5.52 346.28 206.75 0.61 ----- ----- 5.07 ----- 5.68
16.80 5.45 346.28 206.71 0.61 ----- ----- 4.99 ----- 5.60
16.90 5.39 346.28 206.66 0.61 ----- ----- 4.92 ----- 5.53
17.00 5.33 346.28 206.62 0.61 ----- ----- 4.85 ----- 5.46
17.10 5.27 346.28 206.58 0.61 ----- ----- 4.79 ----- 5.40
17.20 5.21 346.27 206.55 0.61 ----- ----- 4.72 ----- 5.33
17.30 5.14 346.27 206.51 0.61 ----- ----- 4.66 ----- 5.27
17.40 5.08 346.27 206.47 0.61 ----- ----- 4.60 ----- 5.21
17.50 5.02 346.27 206.44 0.61 ----- ----- 4.54 ----- 5.14
17.60 4.96 346.27 206.40 0.61 ----- ----- 4.47 ----- 5.08
17.70 4.89 346.27 206.36 0.61 ----- ----- 4.41 ----- 5.02
17.80 4.83 346.26 206.32 0.61 ----- ----- 4.35 ----- 4.96
17.90 4.77 346.26 206.29 0.61 ----- ----- 4.29 ----- 4.90
18.00 4.71 346.26 206.25 0.61 ----- ----- 4.23 ----- 4.83
18.10 4.65 346.26 206.21 0.61 ----- ----- 4.16 ----- 4.77
18.20 4.58 346.26 206.18 0.61 ----- ----- 4.10 ----- 4.71
18.30 4.52 346.26 206.14 0.61 ----- ----- 4.04 ----- 4.65
18.40 4.46 346.25 206.10 0.61 ----- ----- 3.98 ----- 4.58
18.50 4.40 346.25 206.07 0.61 ----- ----- 3.92 ----- 4.52
18.60 4.33 346.25 206.03 0.61 ----- ----- 3.85 ----- 4.46
18.70 4.27 346.25 205.99 0.61 ----- ----- 3.79 ----- 4.40
18.80 4.21 346.25 205.96 0.61 ----- ----- 3.73 ----- 4.34
Continues on next page...
1
' 100yr routing

u
1

11

1

Hydrograph Discharge Table
Page 3
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
18.90 4.15 346.25 205.92 0.61 ----- ----- 3.67 ----- 4.27
19.00 4.09 346.24 205.88 0.61 ----- ----- 3.61 ----- 4.21
19.10 4.02 346.24 205.85 0.61 ----- ----- 3.54 ----- 4.15
19.20 3.96 346.24 205.81 0.60 ----- ----- 3.48 ----- 4.09
19.30 3.90 346.24 205.77 0.60 ----- ----- 3.42 ----- 4.02
19.40 3.84 346.24 205.74 0.60 ----- ----- 3.36 ----- 3.96
19.50 3.77 346.24 205.70 0.60 ----- ----- 3.29 ----- 3.90
19.60 3.71 346.23 205.66 0.60 ----- ----- 3.23 ----- 3.84
19.70 3.65 346.23 205.63 0.60 ----- ----- 3.17 ----- 3.77
19.80 3.59 346.23 205.59 0.60 ----- ----- 3.11 ----- 3.71
19.90 3.52 346.23 205.55 0.60 ----- ----- 3.05 ----- 3.65
20.00 3.46 346.23 205.52 0.60 ----- ----- 2.98 ----- 3.59
20.10 3.40 346.23 205.48 0.60 ----- ----- 2.92 ----- 3.52
20.20 3.35 346.22 205.44 0.60 ----- ----- 2.86 ----- 3.46
20.30 3.30 346.22 205.41 0.60 ----- ----- 2.81 ----- 3.41
20.40 3.27 346.22 205.38 0.60 ----- ----- 2.76 ----- 3.36
20.50 3.25 346.22 205.36 0.60 ----- ----- 2.72 ----- 3.32
20.60 3.23 346.22 205.34 0.60 ----- ----- 2.68 ----- 3.29
20.70 3.22 346.22 205.32 0.60 ----- ----- 2.66 ----- 3.26
20.80 3.20 346.22 205.31 0.60 ----- ----- 2.64 ----- 3.24
20.90 3.19 346.22 205.30 0.60 ----- ----- 2.62 ----- 3.22
21.00 3.18 346.22 205.29 0.60 ----- ----- 2.61 ----- 3.21
21.10 3.17 346.22 205.28 0.60 ----- ----- 2.59 ----- 3.19
21.20 3.15 346.22 205.28 0.60 ----- ----- 2.58 ----- 3.18
21.30 3.14 346.22 205.27 0.60 ----- ----- 2.57 ----- 3.17
21.40 3.13 346.21 205.26 0.60 ----- ----- 2.55 ----- 3.15
21.50 3.12 346.21 205.25 0.60 ----- ----- 2.54 ----- 3.14
21.60 3.10 346.21 205.25 0.60 ----- ----- 2.53 ----- 3.13
21.70 3.09 346.21 205.24 0.60 ----- ----- 2.51 ----- 3.12
21.80 3.08 346.21 205.23 0.60 ----- ----- 2.50 ----- 3.10
21.90 3.07 346.21 205.22 0.60 ----- ----- 2.49 ----- 3.09
22.00 3.05 346.21 205.22 0.60 ----- ----- 2.48 ----- 3.08
22.10 3.04 346.21 205.21 0.60 ----- ----- 2.47 ----- 3.07
22.20 3.03 346.21 205.20 0.60 ----- ----- 2.45 ----- 3.05
22.30 3.02 346.21 205.20 0.60 ----- ----- 2.44 ----- 3.04
22.40 3.00 346.21 205.19 0.60 ----- ----- 2.43 ----- 3.03
22.50 2.99 346.21 205.18 0.60 ----- ----- 2.42 ----- 3.02
22.60 2.98 346.21 205.17 0.60 ----- ----- 2.40 ----- 3.00
22.70 2.97 346.21 205.17 0.60 ----- ----- 2.39 ----- 2.99
22.80 2.95 346.21 205.16 0.60 ----- ----- 2.38 ----- 2.98
22.90 2.94 346.21 205.15 0.60 ----- ----- 2.37 ----- 2.97
23.00 2.93 346.21 205.14 0.60 ----- ----- 2.35 ----- 2.95
23.10 2.92 346.21 205.14 0.60 ----- ----- 2.34 ----- 2.94
23.20 2.91 346.21 205.13 0.60 ----- ----- 2.33 ----- 2.93
23.30 2.89 346.21 205.12 0.60 ----- ----- 2.32 ----- 2.92
23.40 2.88 346.21 205.11 0.60 ----- ----- 2.30 ----- 2.91
23.50 2.87 346.21 205.11 0.60 ----- ----- 2.29 ----- 2.89
23.60 2.86 346.21 205.10 0.60 ----- ----- 2.28 ----- 2.88
23.70 2.84 346.21 205.09 0.60 ----- ----- 2.27 ----- 2.87
Continues on next page...

1

?I
1
1

100yr routing
Hydrograph Discharge Table
Page 4
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
23.80 2.83 346.21 205.09 0.60 ----- ----- 2.26 ----- 2.86
23.90 2.82 346.21 205.08 0.60 ----- ----- 2.24 ----- 2.84
24.00 2.81 346.21 205.07 0.60 ----- ----- 2.23 ----- 2.83
24.10 2.56 346.20 205.04 0.60 ----- ----- 2.17 ----- 2.77
24.20 2.09 346.20 204.93 0.60 ----- ----- 2.00 ----- 2.60
24.30 1.39 346.19 204.71 0.60 ----- ----- 1.80 ----- 2.39
24.40 0.83 346.17 204.37 0.60 ----- ----- 1.49 ----- 2.09
24.50 0.42 346.16 203.99 0.59 ----- ----- 1.14 ----- 1.73
24.60 0.14 346.14 203.61 0.59 ----- ----- 0.79 ----- 1.38
24.70 0.00 346.12 203.27 0.59 ----- ----- 0.48 ----- 1.07
24.80 0.00 346.11 202.99 0.59 ----- ----- 0.23 ----- 0.81
24.90 0.00 346.10 202.78 0.58 ----- ----- 0.03 ----- 0.62
25.00 0.00 346.09 202.60 0.58 ----- ----- ----- ----- 0.58
25.10 0.00 346.09 202.43 0.58 ----- ----- ----- ----- 0.58
25.20 0.00 346.08 202.25 0.58 ----- ----- ----- ----- 0.58
25.30 0.00 346.07 202.08 0.58 ----- ----- ----- ----- 0.58
25.40 0.00 346.06 201.90 0.58 ----- ----- ----- ----- 0.58
25.50 0.00 346.05 201.73 0.58 ----- ----- ----- ----- 0.58
25.60 0.00 346.05 201.56 0.58 ----- ----- ----- ----- 0.58
25.70 0.00 346.04 201.39 0.57 ----- ----- ----- ----- 0.57
25.80 0.00 346.03 201.21 0.57 ----- ----- ----- ----- 0.57
25.90 0.00 346.02 201.04 0.57 ----- ----- ----- ----- 0.57
26.00 0.00 346.02 200.87 0.57 ----- ----- ----- ----- 0.57
26.10 0.00 346.01 200.70 0.57 ----- ----- ----- ----- 0.57
26.20 0.00 346.00 200.53 0.57 ----- ----- ----- ----- 0.57
26.30 0.00 345.99 200.34 0.57 ----- ----- ----- ----- 0.57
26.40 0.00 345.98 200.15 0.57 ----- ----- ----- ----- 0.57
26.50 0.00 345.97 199.96 0.56 ----- ----- ----- ----- 0.56
26.60 0.00 345.97 199.77 0.56 ----- ----- ----- ----- 0.56
26.70 0.00 345.96 199.58 0.56 ----- ----- ----- ----- 0.56
26.80 0.00 345.95 199.39 0.56 ----- ----- ----- ----- 0.56
26.90 0.00 345.94 199.20 0.56 ----- ----- ----- ----- 0.56
27.00 0.00 345.93 199.01 0.56 ----- ----- ----- ----- 0.56
27.10 0.00 345.92 198.83 0.56 ----- ----- ----- ----- 0.56
27.20 0.00 345.92 198.64 0.56 ----- ----- ----- ----- 0.56
27.30 0.00 345.91 198.45 0.55 ----- ----- ----- ----- 0.55
27.40 0.00 345.90 198.26 0.55 ----- ----- ----- ----- 0.55
27.50 0.00 345.89 198.08 0.55 ----- ----- ----- ----- 0.55
27.60 0.00 345.88 197.89 0.55 ----- ----- ----- ----- 0.55
27.70 0.00 345.87 197.70 0.55 ----- ----- ----- ----- 0.55
27.80 0.00 345.87 197.51 0.55 ----- ----- ----- ----- 0.55
27.90 0.00 345.86 197.33 0.55 ----- ----- ----- ----- 0.55
28.00 0.00 345.85 197.14 0.54 ----- ----- ----- ----- 0.54
28.10 0.00 345.84 196.96 0.54 ----- ----- ----- ----- 0.54
28.20 0.00 345.83 196.77 0.54 ----- ----- ----- ----- 0.54
28.30 0.00 345.82 196.59 0.54 ----- ----- ----- ----- 0.54
28.40 0.00 345.82 196.40 0.54 ----- ----- ----- ----- 0.54
28.50 0.00 345.81 196.22 0.54 ----- ----- ----- ----- 0.54
28.60 0.00 345.80 196.04 0.54 ----- ----- ----- ----- 0.54
Continues on next page...

' 100yr routing Page 5
Hydro graph Discharge Table
' Time Inflow Elevation Culy. A Culv. B Culv. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
28.70 0.00 345.79 195.85 0.54 ----- -----
--- ----- 0.54
28.80 0.00 345.78 195.67 0.53 __ 0.53
28.90 0.00 345.78 195.48 0.53 ----- ----- ----- ----- 0.53
' 29.00
29.10 0.00
0.00 345.77
345.76 195.30
195.12 0.53
0.53 0.53
0.53
29.20 0.00 345.75 194.94 0.53 ----- ----- ----- ----- 0.53
29.30 0.00 345.74 194.75 0.53 ----- ----- ----- ----- 0.53
29.40 0.00 345.74 194.57 0.53 ----- -----
- ----- 0.53
' 29.50 0.00 345.73 194.39 0.53 ____ 0.53
29.60 0.00 345.72 194.21 0.52 ----- ----- ----- ----- 0.52
29.70 0.00 345.71 194.03 0.52 ----- ----- ----- ----- 0.52
' 29.80 0.00 345.71 193.85 0.52 ----- ----- -----
- 0.52
29.90 0.00 345.70 193.67 0.52 ____ 0.52
30.00 0.00 345.69 193.49 0.52 ----- ----- ----- ----- 0.52
30.10
30.20 0.00
0.00 345.68
345.67 193.31
193.13 0.52
0.52 0.52
0.52
30.30 0.00 345.67 192.95 0.51 ----- ----- ----- ----- 0.51
30.40 0.00 345.66 192.77 0.51 ----- ----- ----- ----- 0.51
30.50 0.00 345.65 192.59 0.51 ----- -----
----- 0.51
' 30.60 0.00 345.64 192.41 0.51 =___= 0.51
30.70 0.00 345.64 192.23 0.51 ----- ----- ----- ----- 0.51
30.80 0.00 345.63 192.06 0.51 ----- ----- ----- ----- 0.51
' 30.90 0.00 345.62 191.88 0.51 _
__ ----- -----
_
- 0.51
31.00 0.00 345.61 191.70 0.51 _=
_
__ 0.51
31.10 0.00 345.61 191.53 0.50 ----- ----- ----- ----- 0.50
' 31.20
31.30 0.00
0.00 345.60
345.59 191.35
191.18 0.50
0.50 - 0.50
0.50
31.40 0.00 345.58 191.00 0.50 ----- ----- ----- ----- 0.50
31.50 0.00 345.57 190.82 0.50 ----- ----- ----- ----- 0.50
31.60 0.00 345.57 190.65 0.50 -----
----- 0.50
' 31.70 0.00 345.56 190.47 0.50 _=__= ==___ 0.50
31.80 0.00 345.55 190.30 0.49 ----- ----- ----- ----- 0.49
31.90 0.00 345.55 190.12 0.49 ----- ----- ----- ----- 0.49
32.00 0.00 345.54 189.95 0.49 ----- ----- ----- ----- 0.49
32.10 0.00 345.53 189.77 0.49 0.49
32.20 0.00 345.52 189.60 0.49 ----- ----- ----- ----- 0.49
' 32.30
32.40 0.00
0.00 345.52
345.51 189.43
189.26 0.49
0.49 _____ _____ __=__ _____ 0.49
0.49
32.50 0.00 345.50 189.09 0.49 ----- ----- ----- ----- 0.49
32.60 0.00 345.49 188.91 0.48 ----- ----- ----- ----- 0.48
32.70 0.00 345.49 188.74 0.48 -----
-----
- 0.48
' 32.80 0.00 345.48 188.57 0.48 ==___
____ 0.48
32.90 0.00 345.47 188.40 0.48 ----- ----- ----- ----- 0.48
33.00 0.00 345.46 188.22 0.48 ----- ----- ----- ----- 0.48
' 33.10 0.00 345.46 188.05 0.48 ----- ----- 0.48
33.20 0.00 345.45 187.88 0.48 =____
=___= 0.48
33.30 0.00 345.44 187.71 0.47 ----- ----- ----- ----- 0.47
' 33.40
33
50 0.00
0
00 345.44
345
43 187.54
187
38 0.47
47
0 ----- ----- ----- ----- 0.47
47
0
. . . . . .

Continues on next page...

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0

1

100yr routing
Hydrograph Discharge Table
Page 6
Time Inflow Elevation Culy. A Culv. B Culv. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
33.60 0.00 345.42 187.21 0.47 ----- ----- ----- ----- 0.47
33.70 0.00 345.41 187.04 0.47 ----- ----- ----- ----- 0.47
33.80 0.00 345.41 186.87 0.47 ----- ----- ----- ----- 0.47
33.90 0.00 345.40 186.70 0.47 ----- ----- ----- ----- 0.47
34.00 0.00 345.39 186.54 0.47 ----- ----- ----- ----- 0.47
34.10 0.00 345.39 186.37 0.46 ----- ----- ----- ----- 0.46
34.20 0.00 345.38 186.20 0.46 ----- ----- ----- ----- 0.46
34.30 0.00 345.37 186.03 0.46 ----- ----- ----- ----- 0.46
34.40 0.00 345.37 185.87 0.46 ----- ----- ----- ----- 0.46
34.50 0.00 345.36 185.70 0.46 ----- ----- ----- ----- 0.46
34.60 0.00 345.35 185.53 0.46 ----- ----- ----- ----- 0.46
34.70 0.00 345.35 185.37 0.46 ----- ----- ----- ----- 0.46
34.80 0.00 345.34 185.20 0.45 ----- ----- ----- ----- 0.45
34.90 0.00 345.33 185.04 0.45 ----- ----- ----- ----- 0.45
35.00 0.00 345.32 184.87 0.45 ----- ----- ----- ----- 0.45
35.10 0.00 345.32 184.71 0.45 ----- ----- ----- ----- 0.45
35.20 0.00 345.31 184.55 0.45 ----- ----- ----- ----- 0.45
35.30 0.00 345.30 184.39 0.45 ----- ----- ----- ----- 0.45
35.40 0.00 345.30 184.22 0.45 ----- ----- ----- ----- 0.45
35.50 0.00 345.29 184.06 0.45 ----- ----- ----- ----- 0.45
35.60 0.00 345.28 183.90 0.44 ----- ----- ----- ----- 0.44
35.70 0.00 345.28 183.73 0.44 ----- ----- ----- ----- 0.44
35.80 0.00 345.27 183.57 0.44 ----- ----- ----- ----- 0.44
35.90 0.00 345.26 183.41 0.44 ----- ----- ----- ----- 0.44
36.00 0.00 345.26 183.25 0.44 ----- ----- ----- ----- 0.44
36.10 0.00 345.25 183.09 0.44 ----- ----- ----- ----- 0.44
36.20 0.00 345.24 182.93 0.44 ----- ----- ----- ----- 0.44
36.30 0.00 345.24 182.77 0.43 ----- ----- ----- ----- 0.43
36.40 0.00 345.23 182.61 0.43 ----- ----- ----- ----- 0.43
36.50 0.00 345.23 182.45 0.43 ----- ----- ----- ----- 0.43
36.60 0.00 345.22 182.29 0.43 ----- ----- ----- ----- 0.43
36.70 0.00 345.21 182.13 0.43 ----- ----- ----- ----- 0.43
36.80 0.00 345.21 181.98 0.43 ----- ----- ----- ----- 0.43
36.90 0.00 345.20 181.82 0.43 ----- ----- ----- ----- 0.43
37.00 0.00 345.19 181.66 0.43 ----- ----- ----- ----- 0.43
37.10 0.00 345.19 181.50 0.42 ----- ----- ----- ----- 0.42
37.20 0.00 345.18 181.35 0.42 ----- ----- ----- ----- 0.42
37.30 0.00 345.17 181.19 0.42 ----- ----- ----- ----- 0.42
37.40 0.00 345.17 181.03 0.42 ----- ----- ----- ----- 0.42
37.50 0.00 345.16 180.88 0.42 ----- ----- ----- ----- 0.42
37.60 0.00 345.16 180.72 0.42 ----- ----- ----- ----- 0.42
37.70 0.00 345.15 180.57 0.42 ----- ----- ----- ----- 0.42
37.80 0.00 345.14 180.41 0.41 ----- ----- ----- ----- 0.41
37.90 0.00 345.14 180.26 0.41 ----- ----- ----- ----- 0.41
38.00 0.00 345.13 180.10 0.41 ----- ----- ----- ----- 0.41
38.10 0.00 345.12 179.95 0.41 ----- ----- ----- ----- 0.41
38.20 0.00 345.12 179.80 0.41 ----- ----- ----- ----- 0.41
38.30 0.00 345.11 179.65 0.41 ----- ----- ----- ----- 0.41
38.40 0.00 345.11 179.49 0.41 ----- ----- ----- ----- 0.41
Continues on next page...
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100yr routing Page 7
Hydrograph Discharge Table
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
38.50 0.00 345.10 179.34 0.41 ----- ----- ----- ----- 0.41
38.60 0.00 345.09 179.19 0.40 ----- ----- ----- ----- 0.40
38.70 0.00 345.09 179.04 0.40 ----- ----- ----- ----- 0.40
38.80 0.00 345.08 178.89 0.40 ----- ----- ----- ----- 0.40
38.90 0.00 345.08 178.74 0.40 ----- ----- ----- ----- 0.40
39.00 0.00 345.07 178.58 0.40 ----- ----- ----- ----- 0.40
39.10 0.00 345.06 178.43 0.40 ----- ----- ----- ----- 0.40
39.20 0.00 345.06 178.28 0.40 ----- ----- ----- ----- 0.40
39.30 0.00 345.05 178.14 0.39 ----- ----- ----- ----- 0.39
39.40 0.00 345.05 177.99 0.39 ----- ----- ----- ----- 0.39
39.50 0.00 345.04 177.84 0.39 ----- ----- ----- ----- 0.39
39.60 0.00 345.03 177.69 0.39 ----- ----- ----- ----- 0.39
39.70 0.00 345.03 177.54 0.39 ----- ----- ----- ----- 0.39
39.80 0.00 345.02 177.40 0.39 ----- ----- ----- ----- 0.39
39.90 0.00 345.02 177.25 0.39 ----- ----- ----- ----- 0.39
40.00 0.00 345.01 177.11 0.39 ----- ----- ----- ----- 0.39
40.10 0.00 345.00 176.96 0.38 ----- ----- ----- ----- 0.38
40.20 0.00 345.00 176.81 0.38 ----- ----- ----- ----- 0.38
40.30 0.00 344.99 176.65 0.38 ----- ----- ----- ----- 0.38
40.40 0.00 344.99 176.49 0.38 ----- ----- ----- ----- 0.38
40.50 0.00 344.98 176.33 0.38 ----- ----- ----- ----- 0.38
40.60 0.00 344.97 176.17 0.38 ----- ----- ----- ----- 0.38
40.70 0.00 344.97 176.01 0.38 ----- ----- ----- ----- 0.38
40.80 0.00 344.96 175.85 0.37 ----- ----- ----- ----- 0.37
40.90 0.00 344.95 175.70 0.37 ----- ----- ----- ----- 0.37
41.00 0.00 344.95 175.54 0.37 ----- ----- ----- ----- 0.37
41.10 0.00 344.94 175.38 0.37 ----- ----- ----- ----- 0.37
41.20 0.00 344.94 175.23 0.37 ----- ----- ----- ----- 0.37
41.30 0.00 344.93 175.07 0.37 ----- ----- ----- ----- 0.37
41.40 0.00 344.92 174.92 0.37 ----- ----- ----- ----- 0.37
41.50 0.00 344.92 174.76 0.36 ----- ----- ----- ----- 0.36
41.60 0.00 344.91 174.61 0.36 ----- ----- ----- ----- 0.36
41.70 0.00 344.91 174.46 0.36 ----- ----- ----- ----- 0.36
41.80 0.00 344.90 174.31 0.36 ----- ----- ----- ----- 0.36
41.90 0.00 344.89 174.15 0.36 ----- ----- ----- ----- 0.36
42.00 0.00 344.89 174.00 0.36 ----- ----- ----- ----- 0.36
42.10 0.00 344.88 173.85 0.36 ----- ----- ----- ----- 0.36
42.20 0.00 344.88 173.70 0.35 ----- ----- ----- ----- 0.35
42.30 0.00 344.87 173.54 0.35 ----- ----- ----- ----- 0.35
42.40 0.00 344.86 173.39 0.35 ----- ----- ----- ----- 0.35
42.50 0.00 344.86 173.24 0.35 ----- ----- ----- ----- 0.35
42.60 0.00 344.85 173.10 0.35 ----- ----- ----- ----- 0.35
42.70 0.00 344.85 172.95 0.35 ----- ----- ----- ----- 0.35
42.80 0.00 344.84 172.80 0.34 ----- ----- ----- ----- 0.34
42.90 0.00 344.84 172.65 0.34 ----- ----- ----- ----- 0.34
43.00 0.00 344.83 172.50 0.34 ----- ----- ----- ----- 0.34
43.10 0.00 344.82 172.36 0.34 ----- ----- ----- ----- 0.34
43.20 0.00 344.82 172.21 0.34 ----- ----- ----- ----- 0.34
43.30 0.00 344.81 172.07 0.34 ----- ----- ----- ----- 0.34
Continues on next page...
100yr routing Page 8
Hydrograph Discharge Table
Time Inflow Elevation Culv. A Culv. B Culv. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
43.40 0.00 344.81 171.92 0.34 ----- ----- ----- ----- 0.34
43.50 0.00 344.80 171.78 0.33 ----- ----- ----- ----- 0.33
43.60 0.00 344.80 171.64 0.33 ----- ----- ----- ----- 0.33
43.70 0.00 344.79 171.49 0.33 ----- ----- ----- ----- 0.33
43.80 0.00 344.79 171.35 0.33 ----- ----- ----- ----- 0.33
43.90 0.00 344.78 171.20 0.33 ----- ----- ----- ----- 0.33
44.00 0.00 344.77 171.06 0.33 ----- ----- ----- ----- 0.33
44.10 0.00 344.77 170.92 0.33 ----- ----- ----- ----- 0.33
44.20 0.00 344.76 170.78 0.32 ----- ----- ----- ----- 0.32
44.30 0.00 344.76 170.64 0.32 ----- ----- ----- ----- 0.32
44.40 0.00 344.75 170.50 0.32 ----- ----- ----- ----- 0.32
44.50 0.00 344.75 170.36 0.32 ----- ----- ----- ----- 0.32
44.60 0.00 344.74 170.22 0.32 ----- ----- ----- ----- 0.32
44.70 0.00 344.74 170.08 0.32 ----- ----- ----- ----- 0.32
44.80 0.00 344.73 169.94 0.32 ----- ----- ----- ----- 0.32
44.90 0.00 344.73 169.81 0.31 ----- ----- ----- ----- 0.31
45.00 0.00 344.72 169.67 0.31 ----- ----- ----- ----- 0.31
45.10 0.00 344.72 169.54 0.31 ----- ----- ----- ----- 0.31
45.20 0.00 344.71 169.40 0.31 ----- ----- ----- ----- 0.31
45.30 0.00 344.71 169.27 0.31 ----- ----- ----- ----- 0.31
45.40 0.00 344.70 169.13 0.31 ----- ----- ----- ----- 0.31
45.50 0.00 344.70 169.00 0.31 ----- ----- ----- ----- 0.31
45.60 0.00 344.69 168.86 0.30 ----- ----- ----- ----- 0.30
45.70 0.00 344.69 168.73 0.30 ----- ----- ----- ----- 0.30
45.80 0.00 344.68 168.60 0.30 ----- ----- ----- ----- 0.30
45.90 0.00 344.68 168.46 0.30 ----- ----- ----- ----- 0.30
46.00 0.00 344.67 168.33 0.30 ----- ----- ----- ----- 0.30
46.10 0.00 344.67 168.20 0.30 ----- ----- ----- ----- 0.30
46.20 0.00 344.66 168.07 0.30 ----- ----- ----- ----- 0.30
46.30 0.00 344.66 167.94 0.29 ----- ----- ----- ----- 0.29
46.40 0.00 344.65 167.81 0.29 ----- ----- ----- ----- 0.29
46.50 0.00 344.65 167.68 0.29 ----- ----- ----- ----- 0.29
46.60 0.00 344.64 167.55 0.29 ----- ----- ----- ----- 0.29
46.70 0.00 344.64 167.43 0.29 ----- ----- ----- ----- 0.29
46.80 0.00 344.63 167.30 0.29 ----- ----- ----- ----- 0.29
46.90 0.00 344.63 167.17 0.28 ----- ----- ----- ----- 0.28
47.00 0.00 344.62 167.05 0.28 ----- ----- ----- ----- 0.28
47.10 0.00 344.62 166.92 0.28 ----- ----- ----- ----- 0.28
47.20 0.00 344.61 166.80 0.28 ----- ----- ----- ----- 0.28
47.30 0.00 344.61 166.67 0.28 ----- ----- ----- ----- 0.28
47.40 0.00 344.60 166.55 0.28 ----- ----- ----- ----- 0.28
47.50 0.00 344.60 166.43 0.28 ----- ----- ----- ----- 0.28
47.60 0.00 344.60 166.31 0.27 ----- ----- ----- ----- 0.27
47.70 0.00 344.59 166.18 0.27 ----- ----- ----- ----- 0.27
47.80 0.00 344.59 166.06 0.27 ----- ----- ----- ----- 0.27
47.90 0.00 344.58 165.94 0.27 ----- ----- ----- ----- 0.27
48.00 0.00 344.58 165.82 0.27 ----- ----- ----- ----- 0.27
48.10 0.00 344.57 165.70 0.26 ----- ----- ----- ----- 0.26
48.20 0.00 344.57 165.58 0.26 ----- ----- ----- ----- 0.26
Continues on next page...

' 100yr routing Page 9
Hydrograph Discharge Table
' Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
' 48.30 0.00 344.56 165.47 0.26 ----- ----- ----- ----- 0.26
48.40 0.00 344.56 165.35 0.26 0.26
48.50 0.00 344.56 165.23 0.26 ----- ----- ----- ----- 0.26
48.60 0.00 344.55 165.12 0.2 -- 0.2
48.70 0.00 344.55 165.00 0.25 5 0.25
5
48.80 0.00 344.54 164.89 0.25 ----- --- ----- ----- 0.25
48.90 0.00 344.54 164.78 0.25 ----- ----- ----- ----- 0.25
49.00 0.00 344.53 164.67 0.25 -
----- ----- ----- 0.25
t 49.10 0.00 344.53 164.56 0.25 ____ 0.25
49.20 0.00 344.53 164.44 0.24 ----- ----- ----- ----- 0.24
49.30 0.00 344.52 164.34 0.24 ----- ----- ----- ----- 0.24
' 49.40 0.00 344.52 164.23 0.24 ----- ----- ----- ----- 0.24
49.50 0.00 344.51 164.12 0.24 0.24
49.60 0.00 344.51 164.01 0.24 ----- ----- ----- ----- 0.24
49.70 0.00 344.51 163.91 0.24 0.24
' 49.80 0.00 344.50 163.80 0.23 0.23
49.90 0.00 344.50 163.69 0.23 ----- ----- ----- ----- 0.23
50.00 0.00 344.49 163.59 0.23 ----- ----- ----- ----- 0.23
50.10 0.00 344.49 163.48 0.23 ----- ----- ----- ----- 0.23
' 50.20 0.00 344.49 163.38 0.23 0.23
50.30 0.00 344.48 163.27 0.23 ----- ----- ----- ----- 0.23
50.40 0.00 344.48 163.17 0.23 ----- ----- ----- ----- 0.23
' 50.50 0.00 344.48 163.07 0.23 ----- ----- 0.23
50.60 0.00 344.47 162.96 0.22 __=__ _=__= 0.22
50.70 0.00 344.47 162.86 0.22 ----- ----- ----- ----- 0.22
50.80 0.00 344.46 162.76 0.22 0.22
' 50.90 0.00 344.46 162.66 0.22 0.22
51.00 0.00 344.46 162.56 0.22 ----- ----- ----- ----- 0.22
51.10 0.00 344.45 162.46 0.22 ----- ----- ----- ----- 0.22
51.20 0.00 344.45 162.36 0.22 -----
---
----- 0.22
51.30 0.00 344.45 162.26 0.22 __
_==__ 0.22
51.40 0.00 344.44 162.16 0.22 ----- ----- ----- ----- 0.22
51.50 0.00 344.44 162.06 0.21 ----- ----- ----- ----- 0.21
' 51.60 0.00 344.44 161.96 0.21 -----
----- 0.21
51.70 0.00 344.43 161.87 0.21 _=___ ==___ 0.21
51.80 0.00 344.43 161.77 0.21 ----- ----- ----- ----- 0.21
51.90 0.00 344.43 161.67 0.21 _____ _____ _____ _____ 0.21
' 52.00 0.00 344.42 161.58 0.21 0.21
52.10 0.00 344.42 161.48 0.21 ----- ----- ----- ----- 0.21
52.20 0.00 344.41 161.39 0.21 ----- ----- ----- ----- 0.21
52.30 0.00 344.41 161.29 0.21 -----
---- ----- 0.21
52.40 0.00 344.41 161.20 0.21 _=___ _ 0.21
52.50 0.00 344.40 161.10 0.20 ----- ----- ----- ----- 0.20
52.60 0.00 344.40 161.01 0.20 ----- ----- ----- ----- 0.20
' 52.70 0.00 344.40 160.92 0.20 -----
----- ----- 0.20
52.80 0.00 344.39 160.82 0.20 _=__= 0.20
52.90 0.00 344.39 160.73 0.20 ----- ----- ----- ----- 0.20
53.00 0.00 344.39 160.64 0.20 ----- -----
---- 0.20
' 53.10 0.00 344.38 160.55 0.20 =___=
_ 0.20

Continues on next page...

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100yr routing Page 10
Hydrograph Discharge Table
Time Inflow Elevation Culy. A Culy. B Culv. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
53.20 0.00 344.38 160.46 0.19 ----- ----- ----- ----- 0.19
53.30 0.00 344.38 160.37 0.19 ----- ----- ----- ----- 0.19
53.40 0.00 344.38 160.28 0.19 ----- ----- ----- ----- 0.19
53.50 0.00 344.37 160.19 0.19 ----- ----- ----- ----- 0.19
53.60 0.00 344.37 160.10 0.19 ----- ----- ----- ----- 0.19
53.70 0.00 344.37 160.02 0.19 ----- ----- ----- ----- 0.19
53.80 0.00 344.36 159.93 0.18 ----- ----- ----- ----- 0.18
53.90 0.00 344.36 159.85 0.18 ----- ----- ----- ----- 0.18
54.00 0.00 344.36 159.76 0.18 ----- ----- ----- ----- 0.18
54.10 0.00 344.35 159.68 0.18 ----- ----- ----- ----- 0.18
54.20 0.00 344.35 159.59 0.18 ----- ----- ----- ----- 0.18
54.30 0.00 344.35 159.51 0.18 ----- ----- ----- ----- 0.18
54.40 0.00 344.34 159.43 0.18 ----- ----- ----- ----- 0.18
54.50 0.00 344.34 159.35 0.17 ----- ----- ----- ----- 0.17
54.60 0.00 344.34 159.27 0.17 ----- ----- ----- ----- 0.17
54.70 0.00 344.34 159.19 0.17 ----- ----- ----- ----- 0.17
54.80 0.00 344.33 159.11 0.17 ----- ----- ----- ----- 0.17
54.90 0.00 344.33 159.03 0.17 ----- ----- ----- ----- 0.17
55.00 0.00 344.33 158.95 0.17 ----- ----- ----- ----- 0.17
55.10 0.00 344.32 158.87 0.17 ----- ----- ----- ----- 0.17
55.20 0.00 344.32 158.79 0.17 ----- ----- ----- ----- 0.17
55.30 0.00 344.32 158.72 0.16 ----- ----- ----- ----- 0.16
55.40 0.00 344.32 158.64 0.16 ----- ----- ----- ----- 0.16
55.50 0.00 344.31 158.57 0.16 ----- ----- ----- ----- 0.16
55.60 0.00 344.31 158.49 0.16 ----- ----- ----- ----- 0.16
55.70 0.00 344.31 158.42 0.16 ----- ----- ----- ----- 0.16
55.80 0.00 344.31 158.35 0.16 ----- ----- ----- ----- 0.16
55.90 0.00 344.30 158.27 0.16 ----- ----- ----- ----- 0.16
56.00 0.00 344.30 158.20 0.16 ----- ----- ----- ----- 0.16
56.10 0.00 344.30 158.13 0.15 ----- ----- ----- ----- 0.15
56.20 0.00 344.30 158.06 0.15 ----- ----- ----- ----- 0.15
56.30 0.00 344.29 157.98 0.15 ----- ----- ----- ----- 0.15
56.40 0.00 344.29 157.91 0.15 ----- ----- ----- ----- 0.15
56.50 0.00 344.29 157.84 0.15 ----- ----- ----- ----- 0.15
56.60 0.00 344.29 157.77 0.15 ----- ----- ----- ----- 0.15
56.70 0.00 344.28 157.71 0.14 ----- ----- ----- ----- 0.14
56.80 0.00 344.28 157.64 0.14 ----- ----- ----- ----- 0.14
56.90 0.00 344.28 157.57 0.14 ----- ----- ----- ----- 0.14
57.00 0.00 344.28 157.51 0.14 ----- ----- ----- ----- 0.14
57.10 0.00 344.27 157.44 0.14 ----- ----- ----- ----- 0.14
57.20 0.00 344.27 157.38 0.14 ----- ----- ----- ----- 0.14
57.30 0.00 344.27 157.31 0.13 ----- ----- ----- ----- 0.13
57.40 0.00 344.27 157.25 0.13 ----- ----- ----- ----- 0.13
57.50 0.00 344.27 157.19 0.13 ----- ----- ----- ----- 0.13
57.60 0.00 344.26 157.13 0.13 ----- ----- ----- ----- 0.13
57.70 0.00 344.26 157.07 0.13 ----- ----- ----- ----- 0.13
57.80 0.00 344.26 157.01 0.13 ----- ----- ----- ----- 0.13
57.90 0.00 344.26 156.95 0.13 ----- ----- ----- ----- 0.13
58.00 0.00 344.25 156.89 0.12 ----- ----- ----- ----- 0.12
Continues on next page...
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100yr routing
Hydrograph Discharge Table
Page 11
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
58.10 0.00 344.25 156.83 0.12 ----- ----- ----- ----- 0.12
58.20 0.00 344.25 156.77 0.12 ----- ----- ----- ----- 0.12
58.30 0.00 344.25 156.72 0.12 ----- ----- ----- ----- 0.12
58.40 0.00 344.25 156.66 0.12 ----- ----- ----- ----- 0.12
58.50 0.00 344.24 156.60 0.12 ----- ----- ----- ----- 0.12
58.60 0.00 344.24 156.55 0.12 ----- ----- ----- ----- 0.12
58.70 0.00 344.24 156.49 0.11 ----- ----- ----- ----- 0.11
58.80 0.00 344.24 156.44 0.11 ----- ----- ----- ----- 0.11
58.90 0.00 344.24 156.39 0.11 ----- ----- ----- ----- 0.11
59.00 0.00 344.24 156.34 0.11 ----- ----- ----- ----- 0.11
59.10 0.00 344.23 156.28 0.11 ----- ----- ----- ----- 0.11
59.20 0.00 344.23 156.23 0.11 ----- ----- ----- ----- 0.11
59.30 0.00 344.23 156.18 0.11 ----- ----- ----- ----- 0.11
59.40 0.00 344.23 156.13 0.11 ----- ----- ----- ----- 0.11
59.50 0.00 344.23 156.08 0.10 ----- ----- ----- ----- 0.10
59.60 0.00 344.22 156.03 0.10 ----- ----- ----- ----- 0.10
59.70 0.00 344.22 155.99 0.10 ----- ----- ----- ----- 0.10
59.80 0.00 344.22 155.94 0.10 ----- ----- ----- ----- 0.10
59.90 0.00 344.22 155.89 0.10 ----- ----- ----- ----- 0.10
60.00 0.00 344.22 155.84 0.10 ----- ----- ----- ----- 0.10
60.10 0.00 344.22 155.80 0.10 ----- ----- ----- ----- 0.10
60.20 0.00 344.21 155.75 0.10 ----- ----- ----- ----- 0.10
60.30 0.00 344.21 155.71 0.10 ----- ----- ----- ----- 0.10
60.40 0.00 344.21 155.66 0.09 ----- ----- ----- ----- 0.09
60.50 0.00 344.21 155.62 0.09 ----- ----- ----- ----- 0.09
60.60 0.00 344.21 155.57 0.09 ----- ----- ----- ----- 0.09
60.70 0.00 344.21 155.53 0.09 ----- ----- ----- ----- 0.09
60.80 0.00 344.21 155.49 0.09 ----- ----- ----- ----- 0.09
60.90 0.00 344.20 155.45 0.09 ----- ----- ----- ----- 0.09
61.00 0.00 344.20 155.40 0.09 ----- ----- ----- ----- 0.09
61.10 0.00 344.20 155.36 0.09 ----- ----- ----- ----- 0.09
61.20 0.00 344.20 155.32 0.09 ----- ----- ----- ----- 0.09
61.30 0.00 344.20 155.28 0.08 ----- ----- ----- ----- 0.08
61.40 0.00 344.20 155.24 0.08 ----- ----- ----- ----- 0.08
61.50 0.00 344.20 155.20 0.08 ----- ----- ----- ----- 0.08
61.60 0.00 344.19 155.16 0.08 ----- ----- ----- ----- 0.08
61.70 0.00 344.19 155.12 0.08 ----- ----- ----- ----- 0.08
61.80 0.00 344.19 155.08 0.08 ----- ----- ----- ----- 0.08
61.90 0.00 344.19 155.04 0.08 ----- ----- ----- ----- 0.08
62.00 0.00 344.19 155.00 0.08 ----- ----- ----- ----- 0.08
62.10 0.00 344.19 154.97 0.08 ----- ----- ----- ----- 0.08
62.20 0.00 344.19 154.93 0.08 ----- ----- ----- ----- 0.08
62.30 0.00 344.18 154.89 0.08 ----- ----- ----- ----- 0.08
62.40 0.00 344.18 154.85 0.08 ----- ----- ----- ----- 0.08
62.50 0.00 344.18 154.82 0.08 ----- ----- ----- ----- 0.08
62.60 0.00 344.18 154.78 0.07 ----- ----- ----- ----- 0.07
62.70 0.00 344.18 154.75 0.07 ----- ----- ----- ----- 0.07
62.80 0.00 344.18 154.71 0.07 ----- ----- ----- ----- 0.07
62.90 0.00 344.18 154.68 0.07 ----- ----- ----- ----- 0.07
Continues on next page...

' 100yr routing Page 12
Hydro graph Discharge Table
' Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
63.00 0.00 344.18 154.64 0.07 ----- -----
--- ----- 0.07
63.10 0.00 344.18 154.61 0.07 __ 0.07
63.20 0.00 344.17 154.57 0.07 ----- ----- ----- ----- 0.07
63.30 0.00 344.17 154.54 0.07 0.07
' 63.40 0.00 344.17 154.51 0.07 0.07
63.50 0.00 344.17 154.47 0.07 ----- ----- ----- ----- 0.07
63.60 0.00 344.17 154.44 0.07 ----- ----- ----- ----- 0.07
63.70 0.00 344.17 154.41 0.07 -----
- -----
- 0.07
63.80 0.00 344.17 154.38 0.07 ____
____ 0.07
63.90 0.00 344.17 154.35 0.07 ----- ----- ----- ----- 0.07
64.00 0.00 344.17 154.32 0.06 ----- ----- ----- ----- 0.06
' 64.10 0.00 344.16 154.28 0.06 ----- -----
---- ----- 0.06
64.20 0.00 344.16 154.25 0.06 _ 0.06
64.30 0.00 344.16 154.22 0.06 ----- ----- ----- ----- 0.06
' 64.40
64.50 0.00
0.00 344.16
344.16 154.19
154.16 0.06
0.06
___ _____ 0.06
0.06
64.60 0.00 344.16 154.13 0.06 ----- ----- ----- ----- 0.06
64.70 0.00 344.16 154.11 0.06 ----- ----- ----- ----- 0.06
64.80 0.00 344.16 154.08 0.06 -----
_--
----- 0.06
' 64.90 0.00 344.16 154.05 0.06 __
==___ 0.06
65.00 0.00 344.15 154.02 0.06 ----- ----- ----- ----- 0.06
65.10 0.00 344.15 153.99 0.06 ----- ----- ----- ----- 0.06
' 65.20 0.00 344.15 153.96 0.06 ----- ----- ----- ----- 0.06
65.30 0.00 344.15 153.94 0.06 0.06
65.40 0.00 344.15 153.91 0.06 ----- ----- ----- ----- 0.06
' 65.50
65.60 0.00
0.00 344.15
344.15 153.88
153.86 0.06
0.05 _____ _____ _==__ _____ 0.06
0.05
65.70 0.00 344.15 153.83 0.05 ----- ----- ----- ----- 0.05
65.80 0.00 344.15 153.80 0.05 ----- ----- ----- ----- 0.05
65.90 0.00 344.15 153.78 0.05 -----
----- 0.05
' 66.00 0.00 344.15 153.75 0.05 =___= _=__= 0.05
66.10 0.00 344.14 153.73 0.05 ----- ----- ----- ----- 0.05
66.20 0.00 344.14 153.70 0.05 ----- ----- ----- ----- 0.05
' 66.30 0.00 344.14 153.68 0.05 ----- ----- ----- ----- 0.05
66.40 0.00 344.14 153.65 0.05 ----- ----- ----- ----- 0.05
66.50 0.00 344.14 153.63 0.05 ----- ----- ----- ----- 0.05
' 66.60
66.70 0.00
0.00 344.14
344.14 153.60
153.58 0.05
0.05 __--- ___-- ____- ----- 0.05
0.05
66.80 0.00 344.14 153.56 0.05 ----- ----- ----- ----- 0.05
66.90 0.00 344.14 153.53 0.05 ----- ----- ----- ----- 0.05
67.00 0.00 344.14 153.51 0.05 ----- 0.05
67.10 0.00 344.14 153.49 0.05 =___= ==___ ==___ 0.05
67.20 0.00 344.14 153.47 0.05 ----- ----- ----- ----- 0.05
67.30 0.00 344.14 153.44 0.05 ----- ----- ----- ----- 0.05
' 67.40 0.00 344.13 153.42 0.05 ----- ----- ----- ----- 0.05
67.50 0.00 344.13 153.40 0.05 0.05
67.60 0.00 344.13 153.38 0.04 ----- ----- ----- ----- 0.04
67.70
67
80 0.00
0
00 344.13
344
13 153.36
153
34 0.04
04
0 ----- ----- ----- ----- 0.04
04
0
. . . . . .

Continues on next page...

' 100yr routing Page 13
Hydro graph Discharge Table
' Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
' 67.90 0.00 344.13 153.31 0.04 ----- ----- ----- _
___ 0.04
68.00 0.00 344.13 153.29 0.04 = 0.04
68.10 0.00 344.13 153.27 0.04 ----- ----- ----- ----- 0.04
' 68.20
68.30 0.00
0.00 344.13
344.13 153.25
153.23 0.04
0.04 - ====- 0.04
0.04
68.40 0.00 344.13 153.21 0.04 ----- ----- ----- 0.04
68.50 0.00 344.13 153.19 0.04 ----- ----- ----- ----- 0.04
68.60 0.00 344.13 153.17 0.04 ----- ----- ----- 0.04
' 68.70 0.00 344.13 153.15 0.04 _=__= 0.04
68.80 0.00 344.12 153.13 0.04 ----- ----- ----- ----- 0.04
68.90 0.00 344.12 153.12 0.04 ----- ----- ----- ----- 0.04
' 69.00 0.00 344.12 153.10 0.04 ----- ----- ----- ----- 0.04
69.10 0.00 344.12 153.08 0.04 0.04
69.20 0.00 344.12 153.06 0.04 ----- ----- ----- ----- 0.04
' 69.30
69.40 0.00
0.00 344.12
344.12 153.04
153.02 0.04
0.04 0.04
0.04
69.50 0.00 344.12 153.01 0.04 ----- ----- ----- ----- 0.04
69.60 0.00 344.12 152.99 0.04 ----- ----- ----- ----- 0.04
69.70 0.00 344.12 152.97 0.04 ----- ----- ----- ----- 0.04
' 69.80 0.00 344.12 152.95 0.04 0.04
69.90 0.00 344.12 152.94 0.04 ----- ----- ----- ----- 0.04
70.00 0.00 344.12 152.92 0.04 ----- ----- ----- ----- 0.04
' 70.10 0.00 344.12 152.90 0.03 ----- -----
-- 0.03
70.20 0.00 344.12 152.89 0.03 =____
___ 0.03
70.30 0.00 344.12 152.87 0.03 ----- ----- ----- ----- 0.03
' 70.40
70.50 0.00
0.00 344.11
344.11 152.85
152.84 0.03
0.03 --- 0.03
0.03
70.60 0.00 344.11 152.82 0.03 ----- ----- ----- -- 0.03
70.70 0.00 344.11 152.80 0.03 ----- ----- ----- ----- 0.03
70.80 0.00 344.11 152.79 0.03 -----
-----
---- 0.03
' 70.90 0.00 344.11 152.77 0.03 ==___
_ 0.03
71.00 0.00 344.11 152.76 0.03 ----- ----- ----- ----- 0.03
71.10 0.00 344.11 152.74 0.03 ----- ----- ----- ----- 0.03
' 71.20 0.00 344.11 152.73 0.03 -----
----- ----- 0.03
71.30 0.00 344.11 152.71 0.03 =____ 0.03
71.40 0.00 344.11 152.70 0.03 ----- ----- ----- ----- 0.03
71.50
71.60 0.00
0.00 344.11
344.11 152.68
152.67 0.03
0.03 0.03
0.03
71.70 0.00 344.11 152.66 0.03 ----- ----- ----- ----- 0.03
71.80 0.00 344.11 152.64 0.03 ----- ----- ----- ----- 0.03
71.90 0.00 344.11 152.63 0.03 ----- ----- ----- 0.03
' 72.00 0.00 344.11 152.61 0.03 ==___ 0.03
72.10 0.00 344.11 152.60 0.03 ----- ----- ----- ----- 0.03
72.20 0.00 344.11 152.59 0.03 ----- ----- ----- ----- 0.03
' 72.30 0.00 344.11 152.57 0.03 ----- ----- ----- ----- 0.03
72.40 0.00 344.10 152.56 0.03 0.03
72.50 0.00 344.10 152.55 0.03 ----- ----- ----- ----- 0.03
' 72.60
72.70 0.00
0.00 344.10
344
10 152.53
152
52 0.03
0
03 _=___ _____ _____ ___-_ 0.03
0
03
. . . .
1
Continues on next page...
1

' 100yr routing Page 14
Hydrograph Discharge Table
' Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
72.80 0.00 344.10 152.51 0.03 ----- -----
--
--- 0.03
' 72.90 0.00 344.10 152.50 0.03 ___
__ 0.03
73.00 0.00 344.10 152.48 0.03 ----- ----- ----- ----- 0.03
73.10 0.00 344.10 152.47 0.03 0
03
' 73.20 0.00 344.10 152.46 0.03 .
0.03
73.30 0.00 344.10 152.45 0.03 ----- ----- ----- ----- 0.03
73.40 0.00 344.10 152.43 0.02 ----- ----- ----- ----- 0.02
73.50 0.00 344.10 152.42 0.02 ----- ----- ----- ----- 0.02
' 73.60 0.00 344.10 152.41 0.02 0.02
73.70 0.00 344.10 152.40 0.02 ----- ----- ----- ----- 0.02
73.80 0.00 344.10 152.39 0.02 ----- ----- ----- ----- 0.02
73.90 0.00 344.10 152.37 0.02 ----- ----- ----- ----- 0.02
74.00 0.00 344.10 152.36 0.02 0.02
74.10 0.00 344.10 152.35 0.02 ----- ----- ----- ----- 0.02
74.20 0.00 344.10 152.34 0.02 - 02
0
' 74.30 0.00 344.10 152.33 0.02 .
0.02
74.40 0.00 344.10 152.32 0.02 ---- ----- ----- ----- 0.02
74.50 0.00 344.10 152.30 0.02 ----- ----- ----- ----- 0.02
74.60 0.00 344.10 152.29 0.02 -----
- ----- ----- 0.02
' 74.70 0.00 344.10 152.28 0.02 ____ 0.02
74.80 0.00 344.09 152.27 0.02 ----- ----- ----- ----- 0.02
74.90 0.00 344.09 152.26 0.02 ----- ----- ----- ----- 0.02
' 75.00 0.00 344.09 152.25 0.02 ----- ----- -----
--- 0.02
75.10 0.00 344.09 152.23 0.02 __ 0.02
75.20 0.00 344.09 152.22 0.02 ----- ----- ----- ----- 0.02
' 75.30
75.40 0.00
0.00 344.09
344.09 152.21
152.20 0.02
0.02 0.02
0.02
75.50 0.00 344.09 152.19 0.02 ----- ----- ----- ----- 0.02
75.60 0.00 344.09 152.18 0.02 ----- ----- ----- ----- 0.02
75.70 0.00 344.09 152.17 0.02 -----
---- ----- 0.02
75.80 0.00 344.09 152.16 0.02 ==___
_ 0.02
75.90 0.00 344.09 152.15 0.02 ----- ----- ----- ----- 0.02
76.00 0.00 344.09 152.13 0.02 ----- ----- ----- ----- 0.02
76.10 0.00 344.09 152.12 0.02 ----- ----- ----- 0.02
76.20 0.00 344.09 152.11 0.02 _____ 0.02
76.30 0.00 344.09 152.10 0.02 ----- ----- ----- ----- 0.02
' 76.40
76.50 0.00
0.00 344.09
344.09 152.09
152.08 0.02
0.02 0.02
0.02
76.60 0.00 344.09 152.07 0.02 ----- ----- ----- ----- 0.02
76.70 0.00 344.09 152.06 0.02 ----- ----- ----- ----- 0.02
76.80 0.00 344.09 152.05 0.02 ----- ----- ----- ----- 0.02
76.90 0.00 344.09 152.04 0.02 0.02
77.00 0.00 344.09 152.03 0.02 ----- ----- ----- ----- 0.02
77.10 0.00 344.09 152.02 0.02 ----- ----- ----- ----- 0.02
' 77.20 0.00 344.09 152.01 0.02 ----- ----- ----- ----- 0.02
77.30 0.00 344.09 152.00 0.02 0.02
77.40 0.00 344.09 151.99 0.02 ----- ----- ----- ----- 0.02
77.50
77.60 0.00
0.00 344.08
344.08 151.98
151.97 0.02
0.02 _=_=_ _____ _____ _____ 0.02
0
02
.
'
Continues on next page...
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100yr routing Page 15
Hydrograph Discharge Table
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
77.70 0.00 344.08 151.96 0.02 ----- ----- ----- ----- 0.02
77.80 0.00 344.08 151.94 0.02 ----- ----- ----- ----- 0.02
77.90 0.00 344.08 151.93 0.02 ----- ----- ----- ----- 0.02
78.00 0.00 344.08 151.92 0.02 ----- ----- ----- ----- 0.02
78.10 0.00 344.08 151.91 0.02 ----- ----- ----- ----- 0.02
78.20 0.00 344.08 151.90 0.02 ----- ----- ----- ----- 0.02
78.30 0.00 344.08 151.90 0.02 ----- ----- ----- ----- 0.02
78.40 0.00 344.08 151.89 0.02 ----- ----- ----- ----- 0.02
78.50 0.00 344.08 151.88 0.02 ----- ----- ----- ----- 0.02
78.60 0.00 344.08 151.87 0.02 ----- ----- ----- ----- 0.02
78.70 0.00 344.08 151.86 0.02 ----- ----- ----- ----- 0.02
78.80 0.00 344.08 151.85 0.02 ----- ----- ----- ----- 0.02
78.90 0.00 344.08 151.84 0.02 ----- ----- ----- ----- 0.02
79.00 0.00 344.08 151.83 0.02 ----- ----- ----- ----- 0.02
79.10 0.00 344.08 151.82 0.02 ----- ----- ----- ----- 0.02
79.20 0.00 344.08 151.81 0.02 ----- ----- ----- ----- 0.02
79.30 0.00 344.08 151.80 0.02 ----- ----- ----- ----- 0.02
79.40 0.00 344.08 151.79 0.02 ----- ----- ----- ----- 0.02
79.50 0.00 344.08 151.78 0.02 ----- ----- ----- ----- 0.02
79.60 0.00 344.08 151.77 0.02 ----- ----- ----- ----- 0.02
79.70 0.00 344.08 151.76 0.02 ----- ----- ----- ----- 0.02
79.80 0.00 344.08 151.75 0.02 ----- ----- ----- ----- 0.02
79.90 0.00 344.08 151.74 0.02 ----- ----- ----- ----- 0.02
80.00 0.00 344.08 151.73 0.02 ----- ----- ----- ----- 0.02
80.10 0.00 344.08 151.72 0.02 ----- ----- ----- ----- 0.02
80.20 0.00 344.08 151.71 0.02 ----- ----- ----- ----- 0.02
80.30 0.00 344.08 151.70 0.02 ----- ----- ----- ----- 0.02
80.40 0.00 344.08 151.70 0.02 ----- ----- ----- ----- 0.02
80.50 0.00 344.08 151.69 0.02 ----- ----- ----- ----- 0.02
80.60 0.00 344.07 151.68 0.02 ----- ----- ----- ----- 0.02
80.70 0.00 344.07 151.67 0.02 ----- ----- ----- ----- 0.02
80.80 0.00 344.07 151.66 0.02 ----- ----- ----- ----- 0.02
80.90 0.00 344.07 151.65 0.02 ----- ----- ----- ----- 0.02
81.00 0.00 344.07 151.64 0.02 ----- ----- ----- ----- 0.02
81.10 0.00 344.07 151.63 0.02 ----- ----- ----- ----- 0.02
81.20 0.00 344.07 151.62 0.02 ----- ----- ----- ----- 0.02
81.30 0.00 344.07 151.62 0.02 ----- ----- ----- ----- 0.02
81.40 0.00 344.07 151.61 0.02 ----- ----- ----- ----- 0.02
81.50 0.00 344.07 151.60 0.02 ----- ----- ----- ----- 0.02
81.60 0.00 344.07 151.59 0.02 ----- ----- ----- ----- 0.02
81.70 0.00 344.07 151.58 0.02 ----- ----- ----- ----- 0.02
81.80 0.00 344.07 151.57 0.02 ----- ----- ----- ----- 0.02
81.90 0.00 344.07 151.56 0.02 ----- ----- ----- ----- 0.02
82.00 0.00 344.07 151.55 0.02 ----- ----- ----- ----- 0.02
82.10 0.00 344.07 151.55 0.02 ----- ----- ----- ----- 0.02
82.20 0.00 344.07 151.54 0.02 ----- ----- ----- ----- 0.02
82.30 0.00 344.07 151.53 0.02 ----- ----- ----- ----- 0.02
82.40 0.00 344.07 151.52 0.02 ----- ----- ----- ----- 0.02
82.50 0.00 344.07 151.51 0.02 ----- ----- ----- ----- 0.02
Continues on next page...

' 100yr routing Page 16
Hydro graph Discharge Table
' Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
82.60 0.00 344.07 151.50 0.02 ----- ----- -----
-- 0.02
' 82.70 0.00 344.07 151.49 0.02 ___ 0.02
82.80 0.00 344.07 151.49 0.02 ----- ----- ----- ----- 0.02
' 82.90
83.00 0.00
0.00 344.07
344.07 151.48
151.47 0.02
0.02 0.02
0.02
83.10 0.00 344.07 151.46 0.02 ----- ----- ----- ----- 0.02
83.20 0.00 344.07 151.45 0.02 ----- ----- ----- ----- 0.02
83.30 0.00 344.07 151.45 0.02 ----- ----- 0.02
' 83.40 0.00 344.07 151.44 0.02 =____
_=__= 0.02
83.50 0.00 344.07 151.43 0.02 ----- ----- ----- ----- 0.02
83.60 0.00 344.07 151.42 0.02 ----- ----- ----- ----- 0.02
' 83.70 0.00 344.07 151.41 0.02 -----
-- -----
---- 0.02
83.80 0.00 344.07 151.41 0.02 ___
_ 0.02
83.90 0.00 344.07 151.40 0.02 ----- ----- ----- ----- 0.02
' 84.00
84.10 0.00
0.00 344.07
344.06 151.39
151.38 0.02
0.02 ----- 0.02
0.02
84.20 0.00 344.06 151.37 0.02 ----- ----- ----- 0.02
84.30 0.00 344.06 151.37 0.02 ----- ----- ----- ----- 0.02
84.40 0.00 344.06 151.36 0.02 -----
-----
_ 0.02
' 84.50 0.00 344.06 151.35 0.02 _____
=___ 0.02
84.60 0.00 344.06 151.34 0.02 ----- ----- ----- ----- 0.02
84.70 0.00 344.06 151.34 0.02 ----- ----- ----- ----- 0.02
84.80 0.00 344.06 151.33 0.02 ----- -----
---- ----- 0.02
84.90 0.00 344.06 151.32 0.02 _ 0.02
85.00 0.00 344.06 151.31 0.02 ----- ----- ----- ----- 0.02
t 85.10
85.20 0.00
0.00 344.06
344.06 151.31
151.30 0.02
0.02 0.02
0.02
85.30 0.00 344.06 151.29 0.02 ----- ----- ----- ----- 0.02
85.40 0.00 344.06 151.28 0.02 ----- ----- ----- ----- 0.02
85.50 0.00 344.06 151.28 0.02 ----- ----- ----- ----- 0.02
' 85.60 0.00 344.06 151.27 0.02 0.02
85.70 0.00 344.06 151.26 0.01 ----- ----- ----- ----- 0.01
85.80 0.00 344.06 151.25 0.01 ----- ----- ----- ----- 0.01
' 85.90 0.00 344.06 151.25 0.01 ----- -----
---
- 0.01
86.00 0.00 344.06 151.24 0.01 __
____ 0.01
86.10 0.00 344.06 151.23 0.01 ----- ----- ----- ----- 0.01
' 86.20
86.30 0.00
0.00 344.06
344.06 151.22
151.22 0.01
0.01 --
__ _____ 0.01
0.01
86.40 0.00 344.06 151.21 0.01 ----- ----- ----- ----- 0.01
86.50 0.00 344.06 151.20 0.01 ----- ----- ----- ----- 0.01
86.60 0.00 344.06 151.20 0.01 -----
----- 0.01
' 86.70 0.00 344.06 151.19 0.01 =__=_
_=___ 0.01
86.80 0.00 344.06 151.18 0.01 ----- ----- ----- ----- 0.01
86.90 0.00 344.06 151.18 0.01 ----- ----- ----- ----- 0.01
' 87.00 0.00 344.06 151.17 0.01 ----- ----- -----
_ 0.01
87.10 0.00 344.06 151.16 0.01 =
__= 0.01
87.20 0.00 344.06 151.15 0.01 ----- ----- ----- ----- 0.01
' 87.30
87.40 0.00
0
00 344.06
344
06 151.15
151
14 0.01
01
0 _____ _____ _____ ___-- 0.01
0
01
. . . . .

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100yr routing Page 17
Hydrograph Discharge Table
Time Inflow Elevation Culv. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
87.50 0.00 344.06 151.13 0.01 ----- ----- ----- ----- 0.01
87.60 0.00 344.06 151.13 0.01 ----- ----- ----- ----- 0.01
87.70 0.00 344.06 151.12 0.01 ----- ----- ----- ----- 0.01
87.80 0.00 344.06 151.11 0.01 ----- ----- ----- ----- 0.01
87.90 0.00 344.06 151.11 0.01 ----- ----- ----- ----- 0.01
88.00 0.00 344.06 151.10 0.01 ----- ----- ----- ----- 0.01
88.10 0.00 344.05 151.09 0.01 ----- ----- ----- ----- 0.01
88.20 0.00 344.05 151.09 0.01 ----- ----- ----- ----- 0.01
88.30 0.00 344.05 151.08 0.01 ----- ----- ----- ----- 0.01
88.40 0.00 344.05 151.07 0.01 ----- ----- ----- ----- 0.01
88.50 0.00 344.05 151.07 0.01 ----- ----- ----- ----- 0.01
88.60 0.00 344.05 151.06 0.01 ----- ----- ----- ----- 0.01
88.70 0.00 344.05 151.05 0.01 ----- ----- ----- ----- 0.01
88.80 0.00 344.05 151.05 0.01 ----- ----- ----- ----- 0.01
88.90 0.00 344.05 151.04 0.01 ----- ----- ----- ----- 0.01
89.00 0.00 344.05 151.03 0.01 ----- ----- ----- ----- 0.01
89.10 0.00 344.05 151.03 0.01 ----- ----- ----- ----- 0.01
89.20 0.00 344.05 151.02 0.01 ----- ----- ----- ----- 0.01
89.30 0.00 344.05 151.02 0.01 ----- ----- ----- ----- 0.01
89.40 0.00 344.05 151.01 0.01 ----- ----- ----- ----- 0.01
89.50 0.00 344.05 151.00 0.01 ----- ----- ----- ----- 0.01
89.60 0.00 344.05 151.00 0.01 ----- ----- ----- ----- 0.01
89.70 0.00 344.05 150.99 0.01 ----- ----- ----- ----- 0.01
89.80 0.00 344.05 150.98 0.01 ----- ----- ----- ----- 0.01
89.90 0.00 344.05 150.98 0.01 ----- ----- ----- ----- 0.01
90.00 0.00 344.05 150.97 0.01 ----- ----- ----- ----- 0.01
90.10 0.00 344.05 150.97 0.01 ----- ----- ----- ----- 0.01
90.20 0.00 344.05 150.96 0.01 ----- ----- ----- ----- 0.01
90.30 0.00 344.05 150.95 0.01 ----- ----- ----- ----- 0.01
90.40 0.00 344.05 150.95 0.01 ----- ----- ----- ----- 0.01
90.50 0.00 344.05 150.94 0.01 ----- ----- ----- ----- 0.01
90.60 0.00 344.05 150.93 0.01 ----- ----- ----- ----- 0.01
90.70 0.00 344.05 150.93 0.01 ----- ----- ----- ----- 0.01
90.80 0.00 344.05 150.92 0.01 ----- ----- ----- ----- 0.01
90.90 0.00 344.05 150.92 0.01 ----- ----- ----- ----- 0.01
91.00 0.00 344.05 150.91 0.01 ----- ----- ----- ----- 0.01
91.10 0.00 344.05 150.90 0.01 ----- ----- ----- ----- 0.01
91.20 0.00 344.05 150.90 0.01 ----- ----- ----- ----- 0.01
91.30 0.00 344.05 150.89 0.01 ----- ----- ----- ----- 0.01
91.40 0.00 344.05 150.89 0.01 ----- ----- ----- ----- 0.01
91.50 0.00 344.05 150.88 0.01 ----- ----- ----- ----- 0.01
91.60 0.00 344.05 150.88 0.01 ----- ----- ----- ----- 0.01
91.70 0.00 344.05 150.87 0.01 ----- ----- ----- ----- 0.01
91.80 0.00 344.05 150.86 0.01 ----- ----- ----- ----- 0.01
91.90 0.00 344.05 150.86 0.01 ----- ----- ----- ----- 0.01
92.00 0.00 344.05 150.85 0.01 ----- ----- ----- ----- 0.01
92.10 0.00 344.05 150.85 0.01 ----- ----- ----- ----- 0.01
92.20 0.00 344.05 150.84 0.01 ----- ----- ----- ----- 0.01
92.30 0.00 344.05 150.84 0.01 ----- ----- ----- ----- 0.01
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100yr routing Page 18
Hydrograph Discharge Table
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
92.40 0.00 344.05 150.83 0.01 ----- ----- ----- ----- 0.01
92.50 0.00 344.05 150.83 0.01 ----- ----- ----- ----- 0.01
92.60 0.00 344.05 150.82 0.01 ----- ----- ----- ----- 0.01
92.70 0.00 344.05 150.81 0.01 ----- ----- ----- ----- 0.01
92.80 0.00 344.05 150.81 0.01 ----- ----- ----- ----- 0.01
92.90 0.00 344.05 150.80 0.01 ----- ----- ----- ----- 0.01
93.00 0.00 344.05 150.80 0.01 ----- ----- ----- ----- 0.01
93.10 0.00 344.04 150.79 0.01 ----- ----- ----- ----- 0.01
93.20 0.00 344.04 150.79 0.01 ----- ----- ----- ----- 0.01
93.30 0.00 344.04 150.78 0.01 ----- ----- ----- ----- 0.01
93.40 0.00 344.04 150.78 0.01 ----- ----- ----- ----- 0.01
93.50 0.00 344.04 150.77 0.01 ----- ----- ----- ----- 0.01
93.60 0.00 344.04 150.76 0.01 ----- ----- ----- ----- 0.01
93.70 0.00 344.04 150.76 0.01 ----- ----- ----- ----- 0.01
93.80 0.00 344.04 150.76 0.01 ----- ----- ----- ----- 0.01
93.90 0.00 344.04 150.75 0.01 ----- ----- ----- ----- 0.01
94.00 0.00 344.04 150.74 0.01 ----- ----- ----- ----- 0.01
94.10 0.00 344.04 150.74 0.01 ----- ----- ----- ----- 0.01
94.20 0.00 344.04 150.73 0.01 ----- ----- ----- ----- 0.01
94.30 0.00 344.04 150.73 0.01 ----- ----- ----- ----- 0.01
94.40 0.00 344.04 150.72 0.01 ----- ----- ----- ----- 0.01
94.50 0.00 344.04 150.72 0.01 ----- ----- ----- ----- 0.01
94.60 0.00 344.04 150.71 0.01 ----- ----- ----- ----- 0.01
94.70 0.00 344.04 150.71 0.01 ----- ----- ----- ----- 0.01
94.80 0.00 344.04 150.70 0.01 ----- ----- ----- ----- 0.01
94.90 0.00 344.04 150.70 0.01 ----- ----- ----- ----- 0.01
95.00 0.00 344.04 150.69 0.01 ----- ----- ----- ----- 0.01
95.10 0.00 344.04 150.69 0.01 ----- ----- ----- ----- 0.01
95.20 0.00 344.04 150.68 0.01 ----- ----- ----- ----- 0.01
95.30 0.00 344.04 150.68 0.01 ----- ----- ----- ----- 0.01
95.40 0.00 344.04 150.67 0.01 ----- ----- ----- ----- 0.01
95.50 0.00 344.04 150.67 0.01 ----- ----- ----- ----- 0.01
...End
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