20011431 Ver 1_COMPLETE FILE_20010928

o?OF W A TFRpG
r
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
February 1, 2002
Ethel W. Burnette et. al.
c/o Richard Garland Burnette, Jr.
1050 Washington Street
Raleigh, NC 27603
Dear Mr. Burnette:
Subject: Stormwater Ponds
White Oak Shopping Center
Wake County, NC
DW Q# 011431
This Office is in receipt of the plans dated January 22, 02 for the four stormwater management ponds at
the subject facility prepared on your behalf by Cross Engineering and submitted to the Division on January 28,
2001. Staff from the Wetlands Unit reviewed the plans and found them acceptable. Please note that this
approval shall not be construed as an approval of the dam design for Dam Safety purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
R. Dorney
nds Unit S
cc: Mr. Todd St. John, Wetlands Unit
Raleigh Regional Office - .
Toby Dickens, Cross Engineering, 15300 Weston Parkway, Suite 106, Cary, NC 27513
File
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), http://h2o.enr.state.nc.us/ncwetlands/
O?O? WAT ?9?G
r
y
O '=
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
February 1, 2002
Memorandum To:
From
Subject:
John Dorney
Todd St. John
White Oak Crossirfg
Wake County
DWQ# 011431
I have reviewed the stormwater management plans for the subject project and found that
overall they appear to meet the stormwater requirements specified in the Isolated Wetlands Permit.
The level spreaders may actually be undersized, but for the most part the ponds are oversized. Two
ponds appear to have oversized forebays. In any event, it has been difficult communicating with the
engineer on this. Since, overall, the stormwater management plan appears to exceed our
requirements for the permit and the Buffer Rules, I recommend that we approve them.
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), htti)://h2o.enr.state.nc.us/ncwetlands/
Project Name: White oak Crossing
Project No. DWQ 011431 pond A
MITTED DESIGN: REQUIRED DESIGN:
!evations 3.3 average depth
ottom of Basin (ft) 356
ermanent Pool (ft) 360 4 ft. depth
emporary Pool (ft) 362.5 2.5 ft. depth
areas
Permanent Pool SA (sq ft) 22015
Drainage Area (ac) 18
F=
Impervious Area (ac) I2.6

volumes
Permanent Pool (cu ft) 72984
Temporary Pool (cu ft) 31562
Forebay (cu ft) 15000
other parameters
SA/DA
Orifice Diameter (in)
Design Rainfall (in)
Linear Interpolation i
Next Lowest
Project Impervious
Next Highest
22582 sq. ft.
70.0%
44431 cu. ft.
20.6 %
0 2.88
2 0.12 cfs drawdown
1 3.1 day drawdown
if Correct SAIDA "*
4 ft. Permanent Pool Depth
% Impervious SA/DA from Table
60 2.4
70.0 2.88
70 2.88
status
ok
ok
check surfac
check tempc
ok
ok
Project Name: White oak Crossing
Project No. DWQ 011431 pond B
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations 5.3 average depth status
Bottom of Basin (ft) 363
Permanent Pool (ft) 371 8 ft. depth check depth
Temporary Pool (ft) 375 4 ft. depth ok

areas
Permanent Pool SA (sq ft) 22299 13525 sq. ft. ok
Drainage Area (ac) F:::
:1
Impervious Area (ac) 1
05 70.0%

volumes
Permanent Pool (cu ft) 117082
Temporary Pool (cu ft) 106661 37026 cu. ft. ok
Forebay (cu ft) 23400 20.0% ok

other parameters
SA/DA 0 2.07
Orifice Diameter (in) 2 0.15 cfs drawdown
Design Rainfall (in) 1 8.3 day drawdown check draws
Linear Interpolation of Correct SAIDA***
8 ft. Permanent Pool Depth
% Im ervious SA/DA from Table
Next Lowest 60 1.71
Project Impervious 70.0 2.07
Next Highest 70 2.07
Project Name: White Oak Crossing
Project No. DWQ 011431
pond c
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations 2.7 average depth status
Bottom of Basin (ft) 333.5
Permanent Pool (ft) 337 3.5 ft. depth ok
Temporary Pool (ft) 341 4 ft. depth ok
areas
Permanent Pool SA (sq ft)
32946
22623 sq. ft.
ok
Drainage Area (ac) 18
Impervious Area (ac) 12.62 70.1 % -

volumes
Permanent Pool (cu ft) 89419
Temporary Pool (cu ft) 130934 44497 cu. ft. ok
Forebay (cu ft) 89422 100.0% check forebt

other parameters
SA/DA 0 2.89
Orifice Diameter (in) 2 0.15 cfs drawdown -
Design Rainfall (in) 1 10.2 day drawdown check draw(
Linear Interpolation of Correct SAIDA ***
3.5 ft. Permanent Pool Depth
% Impervious SA/DA from Table
Next Lowest E 66 2.4
Project Impervious 70.1 2.89
Next Highest 70 2.88
Project Name: White Oak Crossing
Project No. DWQ 011431
pond d
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations 3.6 average depth status
Bottom of Basin (ft) 339
Permanent Pool (ft) 344.5 5.5 ft. depth ok
Temporary Pool (ft) 346.5 2 ft. depth ok
areas
Permanent Pool SA (sq ft)
37500
21327 sq. ft.
ok
Drainage Area (ac) 17
Impervious Area (ac) 11.9 70.0%
-

volumes
Permanent Pool (cu ft) 134000
Temporary Pool (cu ft) 86000 41963 cu. ft. ok
Forebay (cu ft) 73260 54.7 % check forebt

other parameters
SA/DA 0 2.88 -
Orifice Diameter (in) 2 0.10 cfs drawdown -
Design Rainfall (in) I 9.5 day drawdown check drawc
Linear Interpolation of Correct SAIDA**"
5.5 ft. Permanent Pool Depth
% Impervious SA/DA from Table
Next Lowest 2.4
Project Impervious 70.0 2.88
Next Highest 70 2.88
CROS
2 8 2097
January 23, 2002
Mr. Todd St. John
401 Wetlands Certification Unit
Division of Water Quality
2321 Crabtree Blvd., Raleigh, NC 27604-
2260
SUBJECT: WHITE OAK CROSSINGS
CE PROJECT NO. 98025.06
Dear Mr. St. John:
Enclosed is one set of revised plans for your review and consideration. Note, upon
consultation with Jennifer Burdett of S&EC it was decided to include ponds 'C' and 'D'
• as a function of the enclosed storm water review. Also, note the following response to
comments:
1) 85% TSS Removal Requirement:
Ponds 'A', '13% 'C' and 'D' enclosed for your review have been designed according to the
April 1999 NCDENR Storm Water Best Management Practices Manual. The latter
mentioned ponds are designed to be 'Wet Detention Basins', which as stated in the
1999 manual are assumed to remove 85% of total suspended solids. In addition, the
permanent pools for the respective ponds have been designed for a 70% impervious
rate and to rout the 1" rain over a period of two to five days.
2) Worksheet vs. Plan Information:
The plan information has been correctly adjusted to correspond with the submitted
worksheet.
3) Impervious Cover:
A breakdown of the impervious surface for the respective ponds are included on the
enclosed 11"x17" Post Development Drainage Plan.
15300 Weston Parkway Suite 106 Cary, NC 27513 ,
Phone: [phone] Fax: [phone] Website: www.crossengineering.com
January 24, 2002
Mr. Todd St. John
Division of Water Quality
is Page 2 of 2
4) Level Spreaders:
Level spreader design and desired construction method have been included on each
pond plan, i.e.: C3.1, C3.2, C3.3 and C3.4 Note, the respective pond level spreaders
are designed to rout the flow associated with the 10 year storm, which is far greater than
that associated with the 1" Rain. For example, flow values for the 10 year storm for
ponds 'A', 'B', 'C' and 'D' are 32.25 cfs, 16.10 cfs, 2.68 cfs and 9.65 cfs, respectively.
However, the flows associated with the 1" storm are .07 cfs, .07 cfs, .06 cfs and .06 cfs,
respectively, as can be seen in the enclosed documents labeled 1" Rain Normal Pool.
5) Operation and Maintenance Agreement:
Operation and maintenance agreements have been provided for ponds 'C' and 'D'.
Please let me know if you have questions concerning this matter.

Enclosures: Revised set of plans (1), Drainage Area Maps, Ponds 'C' and 'D' basin
Worksheets and Engineered Calculations.
CC: Keith Paris - Paris Projects, Les Basnight - Jones Bros., Tom MaMillan - Collett &
Associates
X:\Projects\98026\98026.06 White Oak Crossing\Project Management\1-03-02 NCDENR Response to Comments.doc
C7

1') i-p l% I L' r y c
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Duality
January 11, 2002
Mr. Toby J. Dickens
Cross Engineering
15300 Weston Parkway, Suite 106
Cary, NC 27513
Subject:
Dear Mr. Dickens:
White Oak Crossing
DWQ# 011431
Wake County
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that
additional information is necessary to complete the technical review process. The required additional information is as
follows:
85% TSS Removal Requirement ! t ?v
is
4C?? W A r?RO
.a G
>
The Isolated Wetland Permit No. 1 issued on December 5, 2001 requires stormwater management facilities
designed to remove 85% TSS per the NCDENR Stormwater Best Management Practices Manual, April 1999. It is
not clear whether or not ponds C and D meet this requirement. Please provide the necessary design information
and calculations to show that 85% TSS removal shall be achieved. Please note that dry or wet basins followed by
forested filter strips can meet the 85% TSS removal requirement if designed according to the above manual.
2. Worksheet vs. Plan Information
The elevation information in the work sheets does not appear to correspond with th information in the plans, The
Permanent anent pool elevations and tem op racy pool a evatlons are not clear. Also, the elevation oft the vegetative shelf in
pond A appears to be above a permanen pool elevations. Until this information is clarified, it cannot be
determined if the sizing information provided is corrector if the facilities are designed according to the NCDENR
Stormwater Best Management Practices Manual, April 1999.
Impervious Cover
The worksheets list the imperviousness of drainage areas A and B as 70%. It appears that the impervious
percentage may be more than indicated. Please provide a break down of pervious and impervious area for each
drainage area (including C and D).
4. Level Spreaders
Please provide level spreader detail and design calculations.
5. Operation and Maintenance Agreement
An operation and maintenance agreement is required for ponds C and D, also. The operation and maintenance
agreement must also be signed by the responsible party and notarized. An example agreement for an extended
detention wet pond is available on line at http://h2o.enr.state.nc.us/ncwetlands/oandm.doc.
Division wetlands unit staff will strive to complete a final technical review within 10 working days of receipt of the
• requested information. If you have any questions or would like to discuss this project, please contact me at (919) 733-
9584. Also, please note that the NCDENR Stormwater Best Management Practices Manual, April 1999, and other
North Carolina Divlsion 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) I
919.733.1786 (phone), 919-733.6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/

Page 2 of 2
documents and information can be downloaded from the Wetlands Unit web site at
• http://h2o.ehnr.state.nc.us/ncwetlands/.
Since ely,
Tbdd St John, PE
Envirortmental Engineer
Raleigh Regional Office
File
•
0
12/1^2/^2001 10:44 9190469467 SFEC f1%.GC OP
Project No. llWQ_?.., ` (ro be proWc1erl by D11'Q)
DIVISION OF «'ATEPt QUALITY - 40I WET DETENTION BASIN WORKSHEET
pWQ StotmwagManautnent Pla evieW:

A complete stormwater inanagctwmt plan submittal includes a wet detention basin worksheet for each basin,
design calculations. plaits and specifications showing all basin and outlet structure details, and n fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INk'ORMATION (please complete the following information).
Project Name ; Wh i. to
Contact Person: Toby Oak Crossing
Dickens
Phone Number: ( 919) 67 -0035
For projects with multiple basins, specify which basin thi s worksheet applies to, Neuse River Basin Pond ' D'
Basin Bottom Elevation 339 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation -3,44 ft. (elevation of the orifice unveil out)
Temporary Pool Elevation 346.5 ft . (elevation of the outlet structure invert in)
Permanent Pool Surface Area 37 , 500.
_ sq. ft.
_ (water surface area at pcr nanent pool elevation)
Drainage Area _
T7
ac. (on-site and off-site drainage to the basin)
Impervious Area 1 1 .90 ac. (on-site mud off-site drainage to the bnsin)
Permanent Pool Volume 134 , 0.0.0 Cu. ft, (combined volume of main basin and forebay)
Temporary Pool Volume _ $6, 000 cu. ft, (volunic detained on top of the permanent pool)
Forebay Volume _.73.260 cu, ft.
SA/DA used _1„_$_6__ _ (surface area to drainag,., area ratio)
Diameter of Orifice 2 __ _ in, (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
Tile following cliecklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Depaitment of Environment, Health and Natural Resources, November 1995) and Administrative Cade
Section: 15 A NCAC 2H .1.008. Initial in the space provided to indicate the following design requirements have
been niet and supporting documentation is attached. 1j'a requirement has Pint been met. attach an explo natio)r of
,1-hy,
Applicants Initial,
X _ _The temporary pool controls runoff from the I inch storm evcni.
X The basin length to width ratio is greater than 3:1.
X The basin side slopes are no steeper than 3:1.
X
-" - A submerged and vegetated perimeter shelf at less than 6;1 is provided.
Vegetation to titre permanent pool elevation is specified.

x? An emergency drain is provided to drain the basin,
?
'fhe permanent pool depth is between, 3 and 6 feet (required n,iniinum of 3 feet).
X - The temporary pool draws doNw in 2 to 5 days,
X The forebay volume is approximately equal to 20% of the total basin volume.
X .,_, Sediment storage is provided in the permanent pool,
X Access is provided for maintenance.
X A rninirnum 30-1oot vcgctative >,Iter is provided at the outlet.
X ..A site specific operntion and maintenance (O&NI) plan is provided.
X A vegetation management/mowing schedule is provided in the O&M plan.
X Semi-annual inspections are specified in the 00/1 plan.
X debris check. is specified in the O&M plan to be performed after every stonn event.
X specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
X A responsible party is designated in the O&M plan.
FO1Z\l SWG100 09/9/ Page I of 1
12/12/2001 10; 44 91 90,40D,407 5&EG
WET [WETLAND] DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
[Wetland maintenance wordingf is bracketed. Please modify the documont as appropriate.]
The wet [wetland) detention basin system is defined as the wet (wetland) detention basin, pretreatment
including forebays and the vegetated fi9ter if one is provided.
Maintenance activities shall be performed as follows;
After every significant runoff producing rainfall event and at least monthly.
a. Inspect the wet (wetland) detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition,
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove traf,h as needed.
3. Inspect and repair the collection system (i,e, catch basins, piping, swales, ripr3p, etc,) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Romoved sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (Lo, stockpiling near .a wet [wetland) detention basin or stream, etc.).
The measuring device used to dellermine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate Into accumulated sediments;.
When the permanent pool depth reads 4 • t _ feet in the main pond, the sediment shall be removed.
(For stormwater wetlands; If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to diasign levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be
stockpiled for more than two weeks.)
When the permanent pool depth reads 4.4 feet in the forebay [and micro-pool), the sediment shall
be removed,
BASIN DIAGRAM
(rill in the blanks)
Sediment F?Pmoval El. I - I

Permanent Pool Elevation __at t,5
75%
Sediment Removal Elevation 1.4o 7G%
-------------------------------------
- -..-
Bottom Elevation 339
-
339
FOREBAY
MAIN POND
Page I of 2
12/12/2001 10:3,4 9198U69467 S&Ec r'A(tL 19q
5. FROrnvye cattails and other Indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
(For wetlands: Wetland planting drlnsitles in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet (wetland) detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow ; preading structure. Any down gradient ermiion must be repaired
and/or replanted as necessary.
I acknowledge and agree by my signal.ure below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name; John Collett
Title: Managing Partner, Collett & Associates
Address: 1228 E. Morehead St, Ste 200, Charlotte, NC 28204
Phone:
SignatL
Date:
Note: The legally responsible party should not be a homeowners association unl.ss more than 50% of the
lots have been sold and a resident of the subdivision has been named the president,
A. OwN
a Notary Public for the Pte of t1.[,GG 1X_)
County of do hereby certif that
personally appeared befor e this C4,&_ day of and acknowledge the
due execution of the forgoing wet (wel:land) detention basin maintenance requirements, Witness my hand
and official seal,

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Page 2 of 2
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12/12/2001 1U;44
9198059067
Project No, DWQ
5&EG

__ (to be provided by D11'Q)
DIVISION OF WAT1E;Pt QUALITY - 401 WET DETENTION BASIN WORKSHELT
j7WO StotmwatcLM"ngettlent Pla; eview;
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and n fully executed
operation and maintenance agreement, An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT MORMATIO111 (please complete the following infonnalion):
Prgject Name : White Oak Crossing
Contact Person: Toby Dickens Phone Number: ( 919 678-0035
For projects with multiple basins, specify which basin this worksheet applies to: -Reuse River Bac 1 n .Fred ' C'
u
Basin Bottom Elevation 3.33.50 ft, (average elevation of the floor of the basin)
Peminnent Pool Elevation 337.00 ft, (elevation of the orifice itavetl out)
Temporaty Pool Elevation 341 .00 ft. (elevation of the outlet structure invert in)

Petmanenl Pool Surface Area _12.946 sq, ft, (water surface area at permanent pool elevation)
Drainage Area 1.8 _ ac, (on-site attd off-site drainnge to the basin)
Impervious Area 12.62 ` tic, (on-site and off-site drainage to the basin)
Permanent Pool Volume 89,419
934
1*10 cu, ft. (combined volume of main basin and forebay)
Temporary Pool Volume ,
$? cu. ft, (volume detained on top of the pennanent pool)
Forebay Volume cu, ft.
_
SA/DA used 1 .96
(sutface area to drainage: area ratio)
Diameter of Orifice T-___ in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
Tile following checklist. outlines design requirements per the Stomiwater Best 1Ianagcment Practices manual
(N,C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H ,1008, Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been nref, attach an ex>>iotratiou of
it'hy,
Applicants r'tia s
X _ _Tlie temporary pool conn•ols runoff from the I inch stonn evens.
_ X
? The basin lenglli to width ratio is greater than 3:1.
x "I'he basin side slopes are no steeper than 3:1,
^
T A submerged and vegetated perimeter shelf at less than 6:1 is provided,
Vegetation to tJhe pennanent pool elevation is specified.
_? An emergency drain is provided to drain the basin.
The pennanent pool depth is between 3 and 6 feet (required minimum of 3 feet),
The temporary pool draws down in 2 to 5 days.
X The forebay volume is approximately equal to 20% of the total basin volume.
X Sediment storage is provided in the permanent pool.
X Acecss is provided for maintenance.
X A minimum 30-.foot vegetative filter 1'5 provided at the outlet,
X A site specific operntion and maintenance (O&M) plan is provided,
X A vegetation management/mowing schedule is provided in the O&M plait.
X Semi-nnnual inspections are specified in the 0&M plan.
X
_ debris check is specified in the O&M plan to be performed after every storm event.
X A specific sediment clean-out benchmark is listed (elevation or dep(h) in 0&M plan.
X A responsible party is designated in the U&NI plan.
FORM SWG100 09/97 Page I of 1
i ii i2oui 1U: 44 91:3099967&EG 1'AaL U.
VVET [WETLAND] DETENTION 13ASIN OPERATION AND MAINTENANCE AGREEMENT
[Watland maintenance wordinll is bracketed. Please modify the documont as appropriate.]
The wet (wetland) detention basin systq: m is defined as the wet (wetland) detention basin, pretreatment
including forebays and the vegetated filter if one is provided.
Maintenance activities shall be performed as follows.
1. After every significant runoff producing rainfall event and at least monthly.
a. Inspect the wet (wetland) detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the lemporary pool occurs
within 2 to 5 days as designed.
2, Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove traE.h as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, ripnip, etc.) quarterly to
maintain proper functioning,
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near .a wet (wetland) detention basin or stream, etc,).
The measuring device used to de+lermine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediment,,;.
When the permanent pool depth reads 2.5 feet In the main pond, the se!dlment shall be removed.
(For stormwater wetlands; If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it, Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be
stockpiled for more than two weeks,)
When the permanent pool depth reads 2.5 feet in the forebay [and micro-pool), the sediment shall
be removed.
BASIN DIAGRAM
(rill in the blanks)
Permanent Pool Elevation 337
SedimVt .334. 075%
_Sed iment Removal Elevation334.40 75%
Bot?33.SS --- - ---------------..-------------?--.r..-.--- ._.
Rnttnm Flavatinn 333 50
FOREBAY MAIN POND
Pagel of 2
12/12/2001 10: 44 3190459467 S&L(: f1A15L 04
S, Remove cattails and other Indigenous wetland plants when they cover 50% of the basin surface, These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
(For wetlands: Wetland planting dr.maities in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.)
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet [wetland] detention basin system shall be maintained in good working order.
8. Level spreaders or other structure:; that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow ,;preading structure, Any down gradient ero;;ion must be repaired
and/or replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agre© to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party,
Print name; John Col Lett
Title; Managing Partner, Collett & Associates
Address: 1228 E. Morehead St. Ste 200, Charlotte, NC 28204
Phone: [phone]
Signature:
Date: J U ?? Z`f 16 2
Note; The legally responsible party should not be a homeowners association unli;ss more than 50% of the
lots have been sold and a resident of the subdivision has been named the president,
a Notary P blic for the St We of _
County of do hereby certif that
personally appeared before me this day of o?Oda and acknowledg© the
due execution of the forgoing wet [wel:land] detention basin main enance requirements. Witness my hand
and official seal,
4"" ET L.
r NOTARY.
i PUBLIC
URG'c%%
408811111,4
V! ?lrMOwy?"'? ? E A L
My c`om ssion expires
Page 2 of 2
J
CROSI
WHITE OAK CROSSING
POND DESIGN

15300 Weston Parkway Suite 106 Cary, NC 27513
Phone: [phone] Fax: [phone] Website: www.crossengineering.com

1-23-oz
i ! irT 1 `I 1 m y?
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^ \ RAINAGE
REA 'A'
I I
AREA! 46.2 AGES
\ •? • .....;moo' i'" ?) ? '?,`'><,,, ?\, .,
Q
if
?.. _
\1 AREA; 18,ACRES
^' -+
a RAINAG? 4
REA 'C'
AREA, 63,02 ACRES
1
00
1 ?

fang 2 8
Hal
? 190
rrI
zo
Z ?O? ?
•
0
•

° CGT DRAINAGE
P
{ -
AREA; 18 ACRES ' ---__ i
° I

o p

POST DRAINAGE I
`4:^
AREA: 15 ACRES o° -- i
_ _

J"
fl
?,0-- a =
f
0
r
0

T p
;

p o ---- -,

AREA: 18 ACRES
1 p
POST DRAINA
GE ` I
-
AREA: 17 ACRES

i

li
f ,
POND' A' DRAINAGE: CROtiSS
engineenng
IMPERVOW SURFACE C,-. PLW
„p
BUILDING AND SIDWALK AREAS: 3 AS ACRES &imm Ae 106
PARKING: 7.1 ACRES Cary. NC 27513
MAW DR1VE:.63 ACRES X14 -
DRIVE AROUND BULD04GS: 1. 19 ACRES r?i4ao
TOTAL IMPERVOIUS SURFACE: 12.37 ACRES WHITE OAK
PERVIOUS SURFACE CROSSINGS
POND AREA. 1.33 ACRES
PLANTERS/CUT/FILL SLOPES/ISLANDS, BUFFER, Ea. 4.3 ACRES
TOTAL PERVIOUS SURFACE: 5.63 ACRES
POND' B' DRAINAGE:
IMPEWOIUS SURFACE
BUILDING AND SIDWALK AREAS: 2A7 ACRES
PARKING: 5.0 ACRES POST DEVELOPMENT
DRIVE AREAS: 1.35 ACRES DRAINAGE
DRIVE AROUND BUILDINGS: 1.65 ACRES
TOTAL IMPERVOIUS SURFACE, I OW ACRES
PERVIOUS SURFACE
POND AREA. 1.68 ACRES
PLANTERS/CUT/FILL SLOPES/ISLANDS, BUFFER, ECT: 2.85 ACRES
TOTAL PERVIOUS SURFACE: 5.63 ACRES
POND' C' DRAINAGE:
IMPERVOIUS SURFACE
BUILDING AND SIDWALK AREAS: 5.22 ACRES
PARKING: 5.77 ACRES
MAW DRIVE:.35 ACRES
DRIVE AROUND BUILDINGS: 1.28 ACRES
TOTAL IMPE7VOIUS SURFACE: 12.62 ACRES
PERVIOUS SURFACE
POND AREA-2.35 ACRES
PLANTERS/CUT/FILL SLOPES/ISLANDS, BUFFER, ECT:3.03 ACRES AL
TOTAL PERVIOUS SURFACE: 5.38 ACRES
POND' D' DRAINAGE:
IMPERVOIUS SURFACE E
BUILDING AND SIDWALK AREAS: 3.31 ACRES
PARKING: 4.92 ACRES
DRIVE AREAS: 1.87 ACRES
DRIVE AROUND BUILDINGS: 1.80 ACRES PRELIMINARY
TOTAL IMPERVOIUS SURFACE: 11.90 ACRES NOT FOR
PERVIOUS SURFACE CONSTRUCTION
POND AREA. 2.34 ACRES
PLANTERS/CUT/FILL SLOPES/ISLANDS, BUFFER, ECT: 2.76 ACRES
TOTAL PERVIOUS SURFACE: 5.10 ACRE
2
Hydrograph Summary Report
Page 1
yd.
o. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Volume

(cult) Return
period
(yrs) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(cuft) Hydrograph
description
1 Manual 59.00 5 30 133,200 1 ---- ------ ------ 1 YR 24 HR EVENT
2 Manual 101.00 5 20 173,400 10 ---- ------ ------ 10 YR EVENT
3 Manual 118.00 5 25 229,200 25 ---- ------ ------ 25 YR EVENT
4 Reservoir 0.15 5 95 48,774 1 1 339.00 170,845 1 YEAR ROUT
5 Reservoir 2.68 5 75 90,077 10 2 341.25 268,238 10 YEAR ROUT
6 Reservoir 15.77 5 65 145,203 25 3 341.86 297,018 100 YEAR ROUT
Proj. file: POND C.GPW IDF file: Raleigh - Durham, N .IDfRun date: 01-23-2002
Reservoir Report
• Reservoir No. 1 - POND C
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sgft cuft cuft
0.00 333.50 25,869 0 0
1.00 334.50 27,575 26,722 26,722
2.00 335.50 29,323 28,449 55,171
3.00 336.50 31,113 30,218 85,389
4.00 337.50 32,946 32,030 117,419
5.00 338.50 34,821 33,884 151,302
6.00 339.50 42,700 38,761 190,063
7.00 340.50 44,850 43,775 233,838
8.00 341.50 46,981 45,916 279,753
9.00 342.50 49,200 48,091 327,844
Page 1
English
Culvert / Orifice Structures
[A] [B] [C]
• Rise in = 18.0 2.0 0.0
Span in = 18.0 2.0 0.0
No. Barrels = 1 1 0
Invert El. ft = 333.50 337.00 0.00
Length ft = 50.0 1.0 0.0
Slope % = 1.00 0.00 0.00
N-Value = .013 .013 .000
Orif. Coeff. = 0.60 0.60 0.00
Multi-Stage = ----- Yes No
Weir Structures
[D] [A] IB]
0.0 Crest Len ft = 6.5 0.0
0.0 Crest El. ft = 341.0 0 0.00
0 Weir Coeff. = 3.00 0.00
0.00 Eqn. Exp. = 1.50 0.00
0.0 Multi-Stage = Yes No
0.00
.000
0.00
No Tailwater Elev ation = 0.00 ft
[C] [D]
0.0 0.0
0.00 0.00
0.00 0.00
0.00 0.00
No No
Stage / Storage / Discharge Table
Note: All outflows have been analyzed under inlet and outlet control.
Stage Storage Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 333.50 0.00 0.00 --- --- 0.00 --- --- --- 0.00
1.00 26,722 334.50 4.31 0.00 --- --- 0.00 --- --- --- 0.00
2.00 55,171 335.50 9.15 0.00 --- --- 0.00 --- --- --- 0.00
3.00 85,389 336.50 12.76 0.00 --- --- 0.00 --- --- --- 0.00
4.00 117,419 337.50 15.34 0.07 --- --- 0.00 --- --- --- 0.07
5.00 151,302 338.50 17.54 0.13 --- --- 0.00 --- --- --- 0.13
6.00 190,063 339.50 19.49 0.16 --- --- 0.00 --- --- --- 0.16
7.00 233,838 340.50 21.27 0.19 --- --- 0.00 --- --- --- 0.19
• 8.00 279,753 341.50 22.91 0.22
- 6.89 -- _
-
7.12
9.00 327,844 342.50 24.44 _?
0.00 ___ _
35.82 - =
_ _
_
24.44
Cross Engineering
15300 Weston Parkway, Suite 106
Cary, North Carolina 27513
[phone]
Fri Jul 27 11:53:57 2001
cross PROJECT: F:\Garner\9802606TOMGRADE.pro
------------------- -------------------
Contour Based ------------------------------------------
Depression Volume
-------------------
Contour -------------------
Enclosed ------------------------------------------
Incremental Accumulative
Elev. (ft)
-----
-
- Area (SQ FT) Volume (yd3) Volume (yd3)
----------------
-
--------
-
------
--------
-
---
342.50 TOP OF -------------------
DAM 49154.00 -
----
-
--
--
900.15 900.15
342.00 48062.47
880.04 1780.19
341.50 46981.36
860.11 2640.30
341.00 45910.68
840.38 3480.68
340.50 44850.42
820.84 4301.52
340.00 43800.58
800.92 5102.45
339.50 NP 42699.13
753.22 5855.66
339.00 38648.21
680.27 6535.93
• 338.50 34821.09
636.11 7172.04
338.00 33878.38
618.75 7790.79
337.50 32946.19
601.58 8392.37
--10-337.00 --- 1? 32024.58
1 584.61 8976.98
336.50 31113.55
567.84 9544.82
336.00 30213.09
551.26 10096.08
335.50 29323.21
534.88 10630.96
335.00 28443.91
518.70 11149.66
334.50 27575.18
502.71 11652.36
334.00 26717.02
486.91 12139.27
333.50. 25869.45
Total Depression volume as computed by average end area = 12139.27 yd3

• PROJECT: GARNER RETAIL
DRAINAGE BASIN: B
DRAINAGE POND: C
ESTIMATE PEAK:
Qp=CIA
C-VALUE:
INTENSITY(I):104/18+Tc
Tc-[L 3/HI.385/128
DRAINAGE AREA(A):
•
Qp(i-YEAR)
DEPTH OF RUNOFF:
Q*=(P-.2s)2/P+.8S
P-VALUE:
CN-VALUE:
s= (1000/CN)-10:
Q*=
Tp=VOLUME/1.39*Qp
1-YEAR 24 HOUR STORM
0.8
4.2
6.8 MINUTES (PRE DEVELOPMENT VALUE)
18
60.39
3
92
0.87
2.16 INCHES
28.04 MINUTES

• PROJECT: GARNER RETAIL
DRAINAGE BASIN: B
DRAINAGE POND: C
ESTIMATE PEAK:
Qp=CIA
C-VALUE:
INTENSITY(I):132/18+Tc
TG[L3/H].3851128
DRAINAGE AREA:
Qp(10-YEAR)

•
is
DEPTH OF RUNOFF:
Q"=(P-.2s)2/P+.8s
P-VALUE:
CN-VALUE:
s= (1000/CN)-10:
Q"=
Tp=VOLUME/1.39*Qp
10-YEAR 6 HOUR STORM
0.8
7.2
5 MINUTES (POST DEVELOPMENT VALUE)
18
104.00
3.9
92
0.87
3.02 INCHES
22.76 MINUTES
PROJECT: GARNER RETAIL
DRAINAGE BASIN: B
DRAINAGE POND: C
ESTIMATE PEAK:
Qp=CIA
C-VALUE:
INTENSITY(I):132/18+Tc
Tc-[L 3/H).3aen 28
DRAINAGE AREA:
Qp(25-YEAR)

DEPTH OF RUNOFF:
•
0
Q*=(P-.2s)2/P+.8s
P-VALUE:
CN-VALUE:
s= (1000/CN)-10:
Q.=
Tp=VOLUME/1.39"Qp
25-YEAR 6 HOUR STORM
0.8
8.3
5 MINUTES (POST DEVELOPMENT VALUE)
18
119.31
4.62
92
0.87
3.72 INCHES
24.42 MINUTES
• INFLOW POST DEVELOPMENT
HYDROGRAPH 1 YR 24-HOUR STORM
DRAINAGE AREA: POND'C'
TP 28 MIN TP*1.25
QP 60 CFS
FOR T<1.25TP: USE Qp/2(1-cos(3.14*T/Tp) - EQUATION NO. 1
FOR T>1.25TP: USE 4.34Qp EXP(-1.30(T/Tp) - EQUATION NO. 2
TIME T Q (CF/SEC) I
1 0.18844269
2 0.7514034
3 1.68180972
4 2.96797312
5 4.59373571
6 6.5386733
7 8.77835192
8 11.2846349
9 14.026036
10 16.9681157
11 20.0739129
12 23.30441
13 26.6190227
0 14 29.9761102
15 33.3334978
16 36.6490072
17 39.8809861
18 42.9888317
19 45.9335006
20 48.6779994
21 51.1878493
22 53.4315196
23 55.3808233
24 57.0112716
25 58,3023815
26 59.2379328
27 59.8061726
28 59.999962
29 59.8168664
30 59.2591862
31 58.3339273
32 57.0527136
33 55.4316408
34 53.4910743
35 51.255393
36 48.949558
37 46.728851
38 44.6088913
• 39 42.5851084
40 40.653139
1
2
3
5
98026.06
6/18/00
35
• 41
42 38.8088177
37.0481682 6
7
43 35.3673946 8
44 33.762873 9
45 32.2311442 10
46 30.7689057 11
47 29.3730049 12
48 28.0404324 13
49 26.768315 14
50 25.55391 15
51 24.3945993 16
52 23.2878833 17
53 22.231376 18
54 21.2227995 19
55 20.2599794 20
56 19.3408398 21
57 18.463399 22
58 17.6257653 23
59 16.8261327 24
60 16.0627773 25
61 15.3340532 26
62 14.6383893 27
63 13.9742858 28
64 13.3403108 29
65 12.7350975 30
• 66 12.1573411 31
67 11.605796 32
68 11.0792729 33
69 10.5766367 34
70 10.0968037 35
71 9.63873946 36
72 9.20145632 37
73 8.78401152 38
74 8.38550504 39
75 8.0050777 40
76 7.64190931 41
77 7.29521687 42
78 6.96425292 43
79 6.64830389 44
80 6.3466886 45
81 6.05875676 46
L?
• INFLOW POST DEVELOPMENT
HYDROGRAPH 10 YR 6-HOUR STORM
DRAINAGE AREA: POND'C'
TP 22 MIN TP*1.25
QP 104 CFS
•
•
FOR T<1.25TP: USE Qp/2(1-cos(3.14*T/Tp) - EQUATION NO. 1
FOR T>1.25TP: USE 4.34Qp EXP(-1.30(T/Tp) - EQUATION NO. 2
TIME T
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Q CF/SEC
0.528749419
2.104244757
4.694445925
8.246677257
12.68869874
17.93017514
23.86451308
30.37102881
37.31740245
44.56236898
51.95859101
59.35565516
66.6031309
73.55362984
80.06580304
86.00721558
91.25703983
95.70851266
99.27110662
101.872371
103.459405
103.999934
103.4829656
101.919013
99.33988154
95.79802184
91.36546297
74.43993213
70.16864865
66.14244684
62.34726418
58.76984502
55.39769434
52.21903405
49.22276188
46.39841259
43.73612144
41.22658969
38.86105219
36.63124669
1
2
3
4
5
6
7
8
9
10
11
12
13
98026.06
10/19/00
27.5
• 45
50
55
60
65
70
75
•
27.26072619
20.28724818
15.09763297
11.23555641
8.361425138
6.222516072
4.630754402
14
15
20
25
30
35
40
45
50
0
INFLOW POST DEVELOPMENT
HYDROGRAPH 25 YR 6-HOUR STORM
DRAINAGE AREA: POND'C'
TP 24 MIN TP*1.25
QP 119 CFS
FOR T<1.25TP: USE Qp/2(1-cos(3.14*T/Tp) - EQUATION NO. 1
FOR T>1.25TP: USE 4.34Qp EXP(-1.30(T/Tp) - EQUATION NO. 2
TIME T Q CF/SEC
1 0.5085155
2 2.02536997
3 4.52463588
4 7.96359338
5 12.2834605
6 17.410398
7 23.2567713
8 29.7226485
9 36.6975088
10 44.0621311
11 51.6906322
12 59.4526186
13 67.2154148
14 74.8463318
15 82.2149345
16 89.1952719
17 95.6680292
18 101.522568
19 106.658817
20 110.988982
21 114.439048
22 116.950043
23 118.479047
24 118.999925
25 118.503772
26 116.999071
27 114.511541
28 111.083701
29 106.774143
30 101.656529
31 86.4440895
32 81.886257
33 77.5687398
34 73.478867
35 69.604636
36 65.9346769
37 62.4582193
3$ 59.1650606
• 39 56.0455363
40 53.0904913
1
2
3
4
5
6
7
8
9
10
98026.06
10/19/00
30
• 45
50
55
60
65
70
75
80
85
90
95
100

45.1277719
34.4209196
26.2543365
20.0253274
15.2741905
11.6502912
8.88618516
6.77788094
5.16978538
3.94322076
3.00766644
2.29407835
11
12
15
20
25
30
35
40
45
50
55
60
65
70

Hydrograph Report
Page 1
• English
Hyd. No. 1
1 YR 24 HR EVENT
Hydrograph type = Manual Peak discharge = 59.00 cfs
Storm frequency = 1 yrs Time interval = 5 min
•
Total Volume = 133,200 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.08 4.00
0.17 16.00
0.25 33.00
0.33 48.00
0.42 58.00
0.50 59.00 <<
0.58 51.00
0.67 40.00
0.75 32.00
0.83 25.00
0.92 20.00
1.00 16.00
1.08 12.00
1.17 10.00
1.25 8.00
1.33 6.00
1.42 4.00
1.50 2.00
End
0
Hydrograph Report Page 1
• English
Hyd. No. 2
10 YR EVENT
Hydrograph type = Manual Peak discharge = 101.00 cfs
Storm frequency = 10 yrs Time interval = 5 min
Total Volume = 173,400 cuft

Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.08 12.00
0.17 44.00
0.25 80.00
0.33 101.00 <<
0.42 99.00
0.50 66.00
0.58 49.00
0.67 36.00
0.75 27.00
0.83 20.00
0.92 15.00
1.00 11.00
1.08 8.00
1.17 6.00
1.25 4.00
End
•
Hydrograph Report
Page 1
10 Hyd. No. 3
25 YR EVENT
Hydrograph type = Manual Peak discharge
Storm frequency = 25 yrs Time interval
•
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.08 12.00
0.17 44.00
0.25 82.00
0.33 110.00
0.42 118.00 <<
0.50 101.00
0.58 69.00
0.67 53.00
0.75 45.00
0.83 34.00
0.92 26.00
1.00 20.00
1.08 15.00
1.17 11.00
1.25 8.00
1.33 6.00
1.42 5.00
1.50 3.00
1.58 2.00
... End
English
= 118.00 cfs
= 5 min
Total Volume = 229,200 cuft
0
Hydrograph Report
Page 1
•
•
•
English
Hyd. No. 4
1 YEAR ROUT
Hydrograph type = Reservoir Peak discharge = 0.15 cfs
Storm frequency = 1 yrs Time interval = 5 min
Inflow hyd. No. = 1 Reservoir name = POND C
Max. Elevation = 339.00 ft Max. Storage = 170,845 cuft
Storage Indication method used. Total Volume = 48,774 tuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.58 51.00 337.30 14.87 0.05 ----- ----- ----- ----- ----- ----- 0.05
0.67 40.00 337.72 15.84 0.08 ----- ----- ----- ----- ----- ----- 0.08
0.75 32.00 338.04 16.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
0.83 25.00 338.29 17.09 0.12 ----- ----- ----- ----- ----- ----- 0.12
0.92 20.00 338.48 17.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
1.00 16.00 338.62 17,79 0.13 ----- ----- ----- ----- ----- ----- 0.13
1.08 12.00 338.73 18.01 0.13 ----- ----- ----- ----- ----- ----- 0.13
1.17 10.00 338.82 18.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
1.25 8.00 338.88 18.32 0.14 ----- ----- ----- ----- ----- ----- 0.14
1.33 6.00 338.94 18.42 0.14 ----- ----- ----- ----- ----- ----- 0.14
1.42 4.00 338.98 18.49 0.14 ----- ----- ----- ----- ----- ----- 0.14
1.50 2.00 339.00 18.54 0.15 ----- ----- ----- ----- ----- ----- 0.15
1.58 0.00 339.00 << 18.55 0.15 ----- ----- ----- ----- ----- ----- 0.15 <<
1.67 0.00 339.00 18.55 0.15 ----- ----- ----- ----- ----- ----- 0.15
1.75 0.00 339.00 18.55 0.15 ----- ----- ----- ----- ----- ----- 0.15
1.83 0.00 339.00 18.54 0.15 ----- ----- ----- ----- ----- ----- 0.15
1.92 0.00 339.00 18.54 0.15 ----- ----- ----- ----- ----- ----- 0.15
2.00 0.00 339.00 18.54 0.15 ----- ----- ----- ----- ----- ----- 0.15
2.08 0.00 339.00 18.54 0.15 ----- ----- ----- ----- ----- ----- 0.15
2.17 0.00 339.00 18.53 0.15 ----- ----- ----- ----- ----- ----- 0.15
2.25 0.00 339.00 18.53 0.15 ----- ----- ----- ----- ----- ----- 0.15
2.33 0.00 338.99 18.53 0.15 ----- ----- ----- ----- ----- ----- 0.15
2.42 0.00 338.99 18.53 0.15 ----- ----- ----- ----- ----- ----- 0.15
2.50 0.00 338.99 18.53 0.15 ----- ----- ----- ----- ----- ----- 0.15
2.58 0.00 338.99 18.52 0.15 ----- ----- ----- ----- ----- ----- 0.15
2.67 0.00 338.99 18.52 0.15 ----- ----- ----- ----- ----- ----- 0.15
2.75 0.00 338.99 18.52 0.14 ----- ----- ----- ----- ----- ----- 0.14
2.83 0.00 338.99 18.52 0.14 ----- ----- ----- ----- ----- ----- 0.14
2.92 0.00 338.99 18.52 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.00 0.00 338.99 18.51 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.08 0.00 338.98 18.51 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.17 0.00 338.98 18.51 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.25 0.00 338.98 18.51 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.33 0.00 338.98 18.50 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.42 0.00 338.98 18.50 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.50 0.00 338.98 18.50 0.14 ----- ----- ----- ----- ----- ----- 0.14
Continues on next page...
1 YEAR ROUT
Hydrograph Discharge Table
Page 2
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
3.58 0.00 338.98 18.50 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.67 0.00 338.98 18.50 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.75 0.00 338.98 18.49 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.83 0.00 338.97 18.49 0.14 ----- ----- ----- ----- ----- ----- 0.14
3.92 0.00 338.97 18.49 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.00 0.00 338.97 18.49 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.08 0.00 338.97 18.48 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.17 0.00 338.97 18.48 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.25 0.00 338.97 18.48 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.33 0.00 338.97 18.48 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.42 0.00 338.97 18.48 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.50 0.00 338.96 18.47 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.58 0.00 338.96 18.47 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.67 0.00 338.96 18.47 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.75 0.00 338.96 18.47 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.83 0.00 338.96 18.46 0.14 ----- ----- ----- ----- ----- ----- 0.14
4.92 0.00 338.96 18.46 0.14 ----- ----- ----- ----- ----- ----- 0.14
5.00 0.00 338.96 18.46 0.14 ----- ----- ----- ----- ----- ----- 0.14
5.08 0.00 338.96 18.46 0.14 ----- ----- ----- ----- ----- ----- 0.14
5.17 0.00 338.96 18.46 0.14 ----- ----- ----- ----- ----- ----- 0.14
5.25 0.00 338.95 18.45 0.14 ----- ----- ----- ----- ----- ----- 0.14
5.33 0.00 338.95 18.45 0.14 ----- -
-
-
-
-
--- 0.14
5.42
• 0.00 338.95 18.45 0.14 _
_
__
_
_
_ _____ _____
0.14
5.50 0.00 338.95 18.45 0.14 ----- ----- ----- ----- ----- ----- 0.14
5.58 0.00 338.95 18.45 0.14 ----- ----- ----- ----- ----- ----- 0.14
5.67 0.00 338.95 18.44 0.14 ----- ----- ----- ----- ----- ----- 0.14
5.75 0.00 338.95 18.44 0.14 ----- ----- ----- ----- ----- ----- 0.14
5.83 0.00 338.95 18.44 0.14 ----- ----- ----- ----- ----- ----- 0.14
5.92 0.00 338.95 18.44 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.00 0.00 338.94 18.43 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.08 0.00 338.94 18.43 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.17 0.00 338.94 18.43 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.25 0.00 338.94 18.43 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.33 0.00 338.94 18.43 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.42 0.00 338.94 18.42 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.50 0.00 338.94 18.42 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.58 0.00 338.94 18.42 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.67 0.00 338.94 18.42 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.75 0.00 338.93 18.41 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.83 0.00 338.93 18.41 0.14 ----- ----- ----- ----- ----- ----- 0.14
6.92 0.00 338.93 18.41 0.14 ----- ----- ----- ----- ----- ----- 0.14
7.00 0.00 338.93 18.41 0.14 ----- ----- ----- ----- ----- ----- 0.14
7.08 0.00 338.93 18.41 0.14 ----- ----- ----- ----- ----- ----- 0.14
7.17 0.00 338.93 18.40 0.14 ----- ----- ----- ----- ----- ----- 0.14
7.25 0.00 338.93 18.40 0.14 ----- ----- ----- ----- ----- ----- 0.14
7.33 0.00 338.93 18.40 0.14 ----- ----- ----- ----- ----- ----- 0.14
7.42 0.00 338.93 18.40 0.14 ----- ----- ----- ----- ----- ----- 0.14
7.50 0.00 338.93 18.40 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 7.58 0.00 338.92 18.39 0.14 ----- ----- ----- ----- ----- ----- 0.14
Continues on next page...
I YEAR ROUT
t Hydrograph Discharge Table
Page 3
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
7.67 0.00 338.92 18.39 0.14 ----- ----- ----- ----- ----- ----- 0.14
7.75 0.00 338.92 18.39 0.14 ----- ----- ----- ----- ----- ----- 0.14
7.83 0.00 338.92 18.39 0.14 ----- ----- ----- ----- ----- ----- 0.14
7.92 0.00 338.92 18.38 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.00 0.00 338.92 18.38 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.08 0.00 338.92 18.38 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.17 0.00 338.92 18.38 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.25 0.00 338.92 18.38 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.33 0.00 338.91 18.37 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.42 0.00 338.91 18.37 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.50 0.00 338.91 18.37 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.58 0.00 338.91 18.37 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.67 0.00 338.91 18.36 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.75 0.00 338.91 18.36 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.83 0.00 338.91 18.36 0.14 ----- ----- ----- ----- ----- ----- 0.14
8.92 0.00 338.91 18.36 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.00 0.00 338.91 18.36 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.08 0.00 338.90 18.35 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.17 0.00 338.90 18.35 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.25 0.00 338.90 18.35 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.33 0.00 338.90 18.35 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.42 0.00 338.90 18.35 0.14 ----- ----- ----- ----- ----- ----- 0.14
.
9.50 0.00 338.90 18.34 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.58 0.00 338.90 18.34 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.67 0.00 338.90 18.34 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.75 0.00 338.90 18.34 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.83 0.00 338.89 18.33 0.14 ----- ----- ----- ----- ----- ----- 0.14
9.92 0.00 338.89 18.33 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.00 0.00 338.89 18.33 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.08 0.00 338.89 18.33 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.17 0.00 338.89 18.33 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.25 0.00 338.89 18.32 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.33 0.00 338.89 18.32 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.42 0.00 338.89 18.32 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.50 0.00 338.89 18.32 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.58 0.00 338.88 18.32 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.67 0.00 338.88 18.31 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.75 0.00 338.88 18.31 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.83 0.00 338.88 18.31 0.14 ----- ----- ----- ----- ----- ----- 0.14
10.92 0.00 338.88 18.31 0.14 ----- ----- ----- ----- ----- ----- 0.14
11.00 0.00 338.88 18.30 0.14 ----- ----- ----- ----- ----- ----- 0.14
11.08 0.00 338.88 18.30 0.14 ----- ----- ----- ----- ----- ----- 0.14
11.17 0.00 338.88 18.30 0.14 ----- ----- ----- ----- ----- ----- 0.14
11.25 0.00 338.88 18.30 0.14 ----- ----- ----- ----- ----- ----- 0.14
11.33 0.00 338.87 18.30 0.14 ----- ----- ----- ----- ----- ----- 0.14
11.42 0.00 338.87 18.29 0.14 ----- ----- ----- ----- ----- ----- 0.14
11.50 0.00 338.87 18.29 0.14 ----- ----- ----- ----- ----- ----- 0.14
11.58 0.00 338.87 18.29 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 11.67 0.00 338.87 18.29 0.14 ----- ----- ----- ----- ----- ----- 0.14
Continues on next page...
1 YEAR ROUT
Page 4
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
11.75 0.00 338.87 18.28 0.14 ----- ----- ----- ----- ----- ----- 0.14
11.83 0.00 338.87 18.28 0.14 ----- ----- ----- ----- ----- ----- 0.14
11.92 0.00 338.87 18.28 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.00 0.00 338.87 18.28 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.08 0.00 338.86 18.28 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.17 0.00 338.86 18.27 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.25 0.00 338.86 18.27 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.33 0.00 338.86 18.27 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.42 0.00 338.86 18.27 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.50 0.00 338.86 18.27 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.58 0.00 338.86 18.26 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.67 0.00 338.86 18.26 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.75 0.00 338.86 18.26 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.83 0.00 338.86 18.26 0.14 ----- ----- ----- ----- ----- ----- 0.14
12.92 0.00 338.85 18.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.00 0.00 338.85 18.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.08 0.00 338.85 18.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.17 0.00 338.85 18.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.25 0.00 338.85 18.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.33 0.00 338.85 18.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.42 0.00 338.85 18.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.50 0.00 338.85 18.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 13.58 0.00 338.85 18.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.67 0.00 338.84 18.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.75 0.00 338.84 18.23 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.83 0.00 338.84 18.23 0.14 ----- ----- ----- ----- ----- ----- 0.14
13.92 0.00 338.84 18.23 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.00 0.00 338.84 18.23 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.08 0.00 338.84 18.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.17 0.00 338.84 18.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.25 0.00 338.84 18.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.33 0.00 338.84 18.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.42 0.00 338.83 18.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.50 0.00 338.83 18.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.58 0.00 338.83 18.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.67 0.00 338.83 18.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.75 0.00 338.83 18.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.83 0.00 338.83 18.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
14.92 0.00 338.83 18.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
15.00 0.00 338.83 18.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
15.08 0.00 338.83 18.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
15.17 0.00 338.82 18.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
15.25 0.00 338.82 18.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
15.33 0.00 338.82 18.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
15.42 0.00 338.82 18.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
15.50 0.00 338.82 18.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
15.58 0.00 338.82 18.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
15.67 0.00 338.82 18.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 15.75 0.00 338.82 18.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
Continues on next page...
I YEAR ROUT
Hydrograph Discharge Table
Page 5
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
15.83 0.00 338.82 18.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
15.92 0.00 338.82 18.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.00 0.00 338.81 18.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.08 0.00 338.81 18.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.17 0.00 338.81 18.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.25 0.00 338.81 18.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.33 0.00 338.81 18.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.42 0.00 338.81 18.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.50 0.00 338.81 18.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.58 0.00 338.81 18.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.67 0.00 338.81 18.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.75 0.00 338.80 18.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.83 0.00 338.80 18.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.92 0.00 338.80 18.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.00 0.00 338.80 18.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.08 0.00 338.80 18.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.17 0.00 338.80 18.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.25 0.00 338.80 18.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.33 0.00 338.80 18.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.42 0.00 338.80 18.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.50 0.00 338.80 18.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 17.58
17.67 0.00
0.00 338.79
338.79 18,14
18.13 0.14
0.14 ____= =____ _____ _____ __?__ _-___ 0.14
0.14
17.75 0.00 338.79 18.13 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.83 0.00 338.79 18.13 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.92 0.00 338.79 18.13 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.00 0.00 338.79 18.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.08 0.00 338.79 18.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.17 0.00 338.79 18.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.25 0.00 338.79 18.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.33 0.00 338.78 18.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.42 0.00 338.78 18.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.50 0.00 338.78 18.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.58 0.00 338.78 18.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.67 0.00 338.78 18.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.75 0.00 338.78 18.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.83 0.00 338.78 18.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.92 0.00 338.78 18.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.00 0.00 338.78 18.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.08 0.00 338.77 18.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.17 0.00 338.77 18.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.25 0.00 338.77 18.09 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.33 0.00 338.77 18.09 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.42 0.00 338.77 18.09 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.50 0.00 338.77 18.09 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.58 0.00 338.77 18.08 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.67 0.00 338.77 18.08 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.75 0.00 338.77 18.08 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.83 0.00 338.77 18.08 0.14 ----- ----- ----- ----- ----- ----- 0.14
Continues on next page...
1 YEAR ROUT
• Hydrograph Discharge Table
Page 6
Time Inflow Elevation Civ A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.92 0.00 338.76 18.08 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.00 0.00 338.76 18.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.08 0.00 338.76 18.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.17 0.00 338.76 18.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.25 0.00 338.76 18.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.33 0.00 338.76 18.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.42 0.00 338.76 18.06 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.50 0.00 338.76 18.06 0.14 ----- ----- ----- ----- ----- 0.14
20.58 0.00 338.76 18.06 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.67 0.00 338.75 18.06 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.75 0.00 338.75 18.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.83 0.00 338.75 18.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.92 0.00 338.75 18.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.00 0.00 338.75 18.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.08 0.00 338.75 18.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.17 0.00 338.75 18.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.25 0.00 338.75 18.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.33 0.00 338.75 18.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.42 0.00 338.75 18.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.50 0.00 338.74 18.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.58 0.00 338.74 18.03 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.67 0.00 338.74 18.03 0.14 --
-
-
--- -
- -- 0.14
_
•
21.75 0.00 338.74 18.03 0.14 _
_? ===
? ?__
= __
_=_ _
_
0.14
21.83 0.00 338.74 18.03 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.92 0.00 338.74 18.03 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.00 0.00 338.74 18.02 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.08 0.00 338.74 18.02 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.17 0.00 338.74 18.02 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.25 0.00 338.73 18.02 0.13 ----- ----- ----- ----- ----- ----- 0.13
22.33 0.00 338.73 18.02 0.13 ----- ----- ----- ----- ----- ----- 0.13
22.42 0.00 338.73 18.01 0.13 ----- ----- ----- ----- ----- ----- 0.13
22.50 0.00 338.73 18.01 0.13 ----- ----- ----- ----- ----- ----- 0.13
22.58 0.00 338.73 18.01 0.13 ----- ----- ----- ----- ----- ----- 0.13
22.67 0.00 338.73 18.01 0.13 ----- ----- ----- ----- ----- ----- 0.13
22.75 0.00 338.73 18.00 0.13 ----- ----- ----- ----- ----- ----- 0.13
22.83 0.00 338.73 18.00 0.13 ----- ----- ----- ----- ----- ----- 0.13
22.92 0.00 338.73 18.00 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.00 0.00 338.73 18.00 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.08 0.00 338.72 18.00 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.17 0.00 338.72 17.99 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.25 0.00 338.72 17.99 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.33 0.00 338.72 17.99 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.42 0.00 338.72 17.99 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.50 0.00 338.72 17.99 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.58 0.00 338.72 17.98 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.67 0.00 338.72 17.98 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.75 0.00 338.72 17.98 0.13 ----- ----- ----- ----- ----- ----- 0.13
23.83 0.00 338.72 17.98 0.13 ----- ----- ----- ----- ----- ----- 0.13
. 23.92 0.00 338.71 17.98 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page..
I YEAR ROUT
Page 7
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
24.00 0.00 338.71 17.97 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.08 0.00 338.71 17.97 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.17 0.00 338.71 17.97 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.25 0.00 338.71 17.97 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.33 0.00 338.71 17.96 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.42 0.00 338.71 17.96 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.50 0.00 338.71 17.96 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.58 0.00 338.71 17.96 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.67 0.00 338.70 17.96 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.75 0.00 338.70 17.95 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.83 0.00 338.70 17.95 0.13 ----- ----- ----- ----- ----- ----- 0.13
24.92 0.00 338.70 17.95 0.13 ----- ----- ----- ----- ----- ----- 0.13
25.00 0.00 338.70 17.95 0.13 ----- ----- ----- ----- ----- ----- 0.13
25.08 0.00 338.70 17.95 0.13 ----- ----- ----- ----- ----- ----- 0.13
25.17 0.00 338.70 17.94 0.13 ----- ----- ----- ----- ----- ----- 0.13
25.25 0.00 338.70 17.94 0.13 ----- ----- ----- ----- ----- ----- 0.13
25.33 0.00 338.70 17.94 0.13 ----- ----- ----- ----- ----- ----- 0.13
25.42 0.00 338.70 17.94 0.13 ----- ----- ----- ----- ----- ----- 0.13
25.50 0.00 338.69 17.94 0.13 ----- ----- ----- ----- ----- ----- 0.13
25.58 0.00 338.69 17.93 0.13 ----- ----- ----- ----- ----- ----- 0.13
25.67 0.00 338.69 17.93 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 25,75
25.83 0.00
0.00 338.69
338.69 17.93
17.93 0.13
0.13 _=__= _?_?? =____ =_-__ ____- _____ 0.13
0.13
25.92 0.00 338.69 17.93 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.00 0.00 338.69 17.92 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.08 0.00 338.69 17.92 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.17 0.00 338.69 17.92 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.25 0.00 338.69 17.92 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.33 0.00 338.68 17.91 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.42 0.00 338.68 17.91 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.50 0.00 338.68 17.91 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.58 0.00 338.68 17.91 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.67 0.00 338.68 17.91 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.75 0.00 338.68 17.90 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.83 0.00 338.68 17.90 0.13 ----- ----- ----- ----- ----- ----- 0.13
26.92 0.00 338.68 17.90 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.00 0.00 338.68 17.90 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.08 0.00 338.67 17.90 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.17 0.00 338.67 17.89 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.25 0.00 338.67 17.89 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.33 0.00 338.67 17.89 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.42 0.00 338.67 17.89 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.50 0.00 338.67 17.89 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.58 0.00 338.67 17.88 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.67 0.00 338.67 17.88 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.75 0.00 338.67 17.88 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.83 0.00 338.67 17.88 0.13 ----- ----- ----- ----- ----- ----- 0.13
27.92 0.00 338.66 17.88 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 28.00 0.00 338.66 17.87 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
1 YEAR ROUT
Page 8
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
28.08 0.00 338.66 17.87 0.13 ----- ----- ----- ----- ----- ----- 0.13
28.17 0.00 338.66 17.87 0.13 ----- ----- ----- ----- ----- ----- 0.13
28.25 0.00 338.66 17.87 0.13 ----- ----- ----- ----- ----- ----- 0.13
28.33 0.00 338.66 17.87 0.13 ----- ----- ----- ----- ----- ----- 0.13
28.42 0.00 338.66 17.86 0.13 ----- ----- ----- ----- ----- ----- 0.13
28.50 0.00 338.66 17.86 0.13 ----- ----- ----- ----- ----- ----- 0.13
28.58 0.00 338.66 17.86 0.13 ----- ----- ----- ----- ----- ----- 0.13
28.67 0.00 338.66 17.86 0.13 ----- ----- ----- ----- ----- ----- 0.13
28.75 0.00 338.65 17.85 0.13 ----- ----- ----- ----- ----- ----- 0.13
28.83 0.00 338.65 17.85 0.13 ----- ----- ----- ----- ----- ----- 0.13
28.92 0.00 338.65 17.85 0.13 ----- ----- ----- ----- ----- ----- 0.13
29.00 0.00 338.65 17.85 0.13 ----- ----- ----- ----- ----- ----- 0.13
29.08 0.00 338.65 17.85 0.13 ----- ----- ----- ----- ----- ----- 0.13
29.17 0.00 338.65 17.84 0.13 ----- ----- ----- ----- ----- ----- 0.13
29.25 0.00 338.65 17.84 0.13 ----- ----- ----- ----- ----- ----- 0.13
29.33 0.00 338.65 17.84 0.13 ----- ----- ----- ----- ----- ----- 0.13
29.42 0.00 338.65 17.84 0.13 ----- ----- ----- ----- ----- ----- 0.13
29.50 0.00 338.65 17.84 0.13 ----- ----- ----- ----- ----- ----- 0.13
29.58 0.00 338.64 17.83 0.13 ----- ----- ----- ----- ----- ----- 0.13
29.67 0.00 338.64 17.83 0.13 ----- ----- ----- ----- ----- ----- 0.13
29.75 0.00 338.64 17.83 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 29.83
29.92 0.00
0.00 338.64
338.64 17.83
17.83 0.13
0.13 _-___ -?___ _____ ___?_ _?_:_ ?___- 0.13
0.13
30.00 0.00 338.64 17.82 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.08 0.00 338.64 17.82 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.17 0.00 338.64 17.82 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.25 0.00 338.64 17.82 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.33 0.00 338.64 17.82 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.42 0.00 338.63 17.81 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.50 0.00 338.63 17.81 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.58 0.00 338.63 17.81 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.67 0.00 338.63 17.81 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.75 0.00 338.63 17.81 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.83 0.00 338.63 17.80 0.13 ----- ----- ----- ----- ----- ----- 0.13
30.92 0.00 338.63 17.80 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.00 0.00 338.63 17.80 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.08 0.00 338.63 17.80 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.17 0.00 338.63 17.80 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.25 0.00 338.62 17.79 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.33 0.00 338.62 17.79 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.42 0.00 338.62 17.79 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.50 0.00 338.62 17.79 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.58 0.00 338.62 17.78 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.67 0.00 338.62 17.78 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.75 0.00 338.62 17.78 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.83 0.00 338.62 17.78 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.92 0.00 338.62 17.78 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.00 0.00 338.61 17.77 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 32.08 0.00 338.61 17.77 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
1 YEAR ROUT
• Hydrograph Discharge Table
Page 9
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
32.17 0.00 338.61 17.77 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.25 0.00 338.61 17.77 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.33 0.00 338.61 17.77 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.42 0.00 338.61 17.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.50 0.00 338.61 17.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.58 0.00 338.61 17.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.67 0.00 338.61 17.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.75 0.00 338.61 17.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.83 0.00 338.60 17.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.92 0.00 338.60 17.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.00 0.00 338.60 17.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.08 0.00 338.60 17.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.17 0.00 338.60 17.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.25 0.00 338.60 17.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.33 0.00 338.60 17.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.42 0.00 338.60 17.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.50 0.00 338.60 17.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.58 0.00 338.60 17.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.67 0.00 338.59 17.73 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.75 0.00 338.59 17.73 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.83 0.00 338.59 17.73 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.92 0.00 338.59 17.73 0.13 ---
-
_-
--
-
- -
0.13
•
34.00 0.00 338.59 17.73 0.13 __
__
__
_ _____ =
_
= ?
_==
0.13
34.08 0.00 338.59 17.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.17 0.00 338.59 17.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.25 0.00 338.59 17.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.33 0.00 338.59 17.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.42 0.00 338.59 17.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.50 0.00 338.58 17.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.58 0.00 338.58 17.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.67 0.00 338.58 17.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.75 0.00 338.58 17.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.83 0.00 338.58 17.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.92 0.00 338.58 17.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.00 0.00 338.58 17.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.08 0.00 338.58 17.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.17 0.00 338.58 17.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.25 0.00 338.58 17.69 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.33 0.00 338.58 17.69 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.42 0.00 338.57 17.69 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.50 0.00 338.57 17.69 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.58 0.00 338.57 17.69 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.67 0.00 338.57 17.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.75 0.00 338.57 17.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.83 0.00 338.57 17.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.92 0.00 338.57 17.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.00 0.00 338.57 17.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.08 0.00 338.57 17.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 36.17 0.00 338.57 17.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page..
1 YEAR ROUT
• Hydrograph Discharge Table
Page 10
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
36.25 0.00 338.56 17.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.33 0.00 338.56 17.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.42 0.00 338.56 17.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.50 0.00 338.56 17.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.58 0.00 338.56 17.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.67 0.00 338.56 17.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.75 0.00 338.56 17.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.83 0.00 338.56 17.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.92 0.00 338.56 17.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.00 0.00 338.56 17.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.08 0.00 338.55 17.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.17 0.00 338.55 17.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.25 0.00 338.55 17.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.33 0.00 338.55 17.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.42 0.00 338.55 17.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.50 0.00 338.55 17.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.58 0.00 338.55 17.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.67 0.00 338.55 17.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.75 0.00 338.55 17.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.83 0.00 338.55 17.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.92 0.00 338.54 17.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.00 0.00 338.54 17.63 0.13 -
--
-
-
-
-- 0,13
• 38.08 0.00 338.54 17.63 0.13 __
__ ___
=__
_
=
__
___ _____ 0.13
38.17 0.00 338.54 17.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.25 0.00 338.54 17.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.33 0.00 338.54 17.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.42 0.00 338.54 17.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.50 0.00 338.54 17.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.58 0.00 338.54 17.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.67 0.00 338.54 17.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.75 0.00 338.53 17.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.83 0.00 338.53 17.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.92 0.00 338.53 17.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.00 0.00 338.53 17.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.08 0.00 338.53 17.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.17 0.00 338.53 17.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.25 0.00 338.53 17.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.33 0.00 338.53 17.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.42 0.00 338.53 17.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.50 0.00 338.53 17.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.58 0.00 338.52 17.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.67 0.00 338.52 17.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.75 0.00 338.52 17.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.83 0.00 338.52 17.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.92 0.00 338.52 17.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.00 0.00 338.52 17.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.08 0.00 338.52 17.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.17 0.00 338.52 17.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 40.25 0.00 338.52 17.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
I YEAR ROUT
• Hydrograph Discharge Table
Page 11
Time Inflow Elevation Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
40.33 0.00 338.52 17.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.42 0.00 338.52 17.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.50 0.00 338.51 17.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.58 0.00 338.51 17.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.67 0.00 338.51 17.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.75 0.00 338.51 17.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.83 0.00 338.51 17.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.92 0.00 338.51 17.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.00 0.00 338.51 17.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.08 0.00 338.51 17.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.17 0.00 338.51 17.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.25 0.00 338.51 17.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.33 0.00 338.50 17.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.42 0.00 338.50 17.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.50 0.00 338.50 17.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.58 0.00 338.50 17.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.67 0.00 338.50 17.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.75 0.00 338.50 17.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
41.83 0.00 338.50 17.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
41.92 0.00 338.50 17.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.00 0.00 338.50 17.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.08 0.00 338.50 17.53 0.12 0.12
• 42.17 0.00 338.49 17.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.25 0.00 338.49 17.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.33 0.00 338.49 17.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.42 0.00 338.49 17.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.50 0.00 338.49 17.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.58 0.00 338.49 17.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.67 0.00 338.49 17.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.75 0.00 338.49 17.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.83 0.00 338.49 17.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
42.92 0.00 338.48 17.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.00 0.00 338.48 17.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.08 0.00 338.48 17.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.17 0.00 338.48 17.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.25 0.00 338.48 17.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.33 0.00 338.48 17.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.42 0.00 338.48 17.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.50 0.00 338.48 17.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.58 0.00 338.48 17.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.67 0.00 338.47 17.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.75 0.00 338.47 17.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.83 0.00 338.47 17.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
43.92 0.00 338.47 17.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
44.00 0.00 338.47 17.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
44.08 0.00 338.47 17.47 0.12 ----- ----- ----- ----- ----- ----- 0.12
44.17 0.00 338.47 17.47 0.12 ----- ----- ----- ----- ----- ----- 0.12
44.25 0.00 338.47 17.47 0.12 0.12
• 44.33 0.00 338.47 17.47 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
1 YEAR ROUT
0 Hydrograph Discharge Table
Page 12
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
44.42 0.00 338.46 17.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
44.50 0.00 338.46 17.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
44.58 0.00 338.46 17.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
44.67 0.00 338.46 17.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
44.75 0.00 338.46 17.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
44.83 0.00 338.46 17.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
44.92 0.00 338.46 17.45 0.12 ----- ----- ----- ----- ----- 0.12
45.00 0.00 338.46 17.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.08 0.00 338.46 17.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.17 0.00 338.45 17.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.25 0.00 338.45 17.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.33 0.00 338.45 17.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.42 0.00 338.45 17.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.50 0.00 338.45 17.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.58 0.00 338.45 17.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.67 0.00 338.45 17.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.75 0.00 338.45 17.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.83 0.00 338.45 17.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
45.92 0.00 338.44 17.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
46.00 0.00 338.44 17.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
46.08 0.00 338.44 17.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
46.17 0.00 338.44 17.42 0.12 0.12
• 46.25 0.00 338.44 17.42 0.12 ----- ----- ----- ----- ----- -----
0.12
46.33 0.00 338.44 17.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
46.42 0.00 338.44 17.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
46.50 0.00 338.44 17.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
46.58 0.00 338.44 17.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
46.67 0.00 338.43 17.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
46.75 0.00 338.43 17.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
46.83 0.00 338.43 17.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
46.92 0.00 338.43 17.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.00 0.00 338.43 17.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.08 0.00 338.43 17.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.17 0.00 338.43 17.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.25 0.00 338.43 17.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.33 0.00 338.43 17.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.42 0.00 338.43 17.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.50 0.00 338.42 17.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.58 0.00 338.42 17.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.67 0.00 338.42 17.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.75 0.00 338.42 17.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.83 0.00 338.42 17.37 0.12 ----- ----- ----- ----- ----- ----- 0.12
47.92 0.00 338.42 17.37 0.12 ----- ----- ----- ----- ----- ----- 0.12
48.00 0.00 338.42 17.37 0.12 ----- ----- ----- ----- ----- ----- 0.12
48.08 0.00 338.42 17.37 0.12 ----- ----- ----- ----- ----- ----- 0.12
48.17 0.00 338.42 17.36 0.12 ----- ----- ----- ----- ----- ----- 0.12
48.25 0.00 338.41 17.36 0.12 ----- ----- ----- ----- ----- ----- 0.12
48.33 0.00 338.41 17.36 0.12 ----- ----- ----- ----- ----- ----- 0.12
• 48.42 0.00 338.41 17.36 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
1 YEAR ROUT
Page 13
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
48.50 0.00 338.41 17.35 0.12 ----- ----- ----- ----- ----- ----- 0.12
48.58 0.00 338.41 17.35 0.12 ----- ----- ----- ----- ----- ----- 0.12
48.67 0.00 338.41 17.35 0.12 ----- ----- ----- ----- ----- ----- 0.12
48.75 0.00 338.41 17.35 0.12 ----- ----- ----- ----- ----- ----- 0.12
48.83 0.00 338.41 17.35 0.12 ----- ----- ----- ----- ----- ----- 0.12
48.92 0.00 338.41 17.34 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.00 0.00 338.40 17.34 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.08 0.00 338.40 17.34 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.17 0.00 338.40 17.34 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.25 0.00 338.40 17.34 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.33 0.00 338.40 17.33 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.42 0.00 338.40 17.33 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.50 0.00 338.40 17.33 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.58 0.00 338.40 17.33 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.67 0.00 338.40 17.32 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.75 0.00 338.40 17.32 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.83 0.00 338.39 17.32 0.12 ----- ----- ----- ----- ----- ----- 0.12
49.92 0.00 338.39 17.32 0.12 ----- ----- ----- ----- ----- ----- 0.12
50.00 0.00 338.39 17.31 0.12 ----- ----- ----- ----- ----- ----- 0.12
50.08 0.00 338.39 17.31 0.12 ----- ----- ----- ----- ----- ----- 0.12
50.17 0.00 338.39 17.31 0.12 ----- ----- ----- ----- ----- ----- 0.12
50.25
50.33 0.00
0.00 338.39
338.39 17.31
17.31 0.12
0.12 =--__ ---_- _____ _---- _---- ----- 0.12
0.12
50.42 0.00 338.39 17.30 0.12 ----- ----- ----- ----- ----- ----- 0.12
50.50 0.00 338.39 17.30 0.12 ----- ----- ----- ----- ----- ----- 0.12
50.58 0.00 338.38 17.30 0.12 ----- ----- ----- ----- ----- ----- 0.12
50.67 0.00 338.38 17.30 0.12 ----- ----- ----- ----- ----- ----- 0.12
50.75 0.00 338.38 17.29 0.12 ----- ----- ----- ----- ----- ----- 0.12
50.83 0.00 338.38 17.29 0.12 ----- ----- ----- ----- ----- ----- 0.12
50.92 0.00 338.38 17.29 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.00 0.00 338.38 17.29 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.08 0.00 338.38 17.29 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.17 0.00 338.38 17.28 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.25 0.00 338.38 17.28 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.33 0.00 338.38 17.28 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.42 0.00 338.37 17.28 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.50 0.00 338.37 17.27 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.58 0.00 338.37 17.27 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.67 0.00 338.37 17.27 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.75 0.00 338.37 17.27 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.83 0.00 338.37 17.27 0.12 ----- ----- ----- ----- ----- ----- 0.12
51.92 0.00 338.37 17.26 0.12 ----- ----- ----- ----- ----- ----- 0.12
52.00 0.00 338.37 17.26 0.12 ----- ----- ----- ----- ----- ----- 0.12
52.08 0.00 338.37 17.26 0.12 ----- ----- ----- ----- ----- ----- 0.12
52.17 0.00 338.36 17.26 0.12 ----- ----- ----- ----- ----- ----- 0.12
52.25 0.00 338.36 17.25 0.12 ----- ----- ----- ----- ----- ----- 0.12
52.33 0.00 338.36 17.25 0.12 ----- ----- ----- ----- ----- ----- 0.12
52.42 0.00 338.36 17.25 0.12 ----- ----- ----- ----- ----- ----- 0.12
• 52.50 0.00 338.36 17.25 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
1 YEAR ROUT
Page 14
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
52.58 0.00 338.36 17.25 0.12 ----- ----- ----- ----- ----- ----- 0.12
52.67 0.00 338.36 17.24 0.12 ----- ----- ----- ----- ----- ----- 0.12
52.75 0.00 338.36 17.24 0.12 ----- ----- ----- ----- ----- ----- 0.12
52.83 0.00 338.36 17.24 0.12 ----- ----- ----- ----- ----- ----- 0.12
52.92 0.00 338.36 17.24 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.00 0.00 338.35 17.24 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.08 0.00 338.35 17.23 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.17 0.00 338.35 17.23 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.25 0.00 338.35 17.23 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.33 0.00 338.35 17.23 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.42 0.00 338.35 17.22 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.50 0.00 338.35 17.22 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.58 0.00 338.35 17.22 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.67 0.00 338.35 17.22 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.75 0.00 338.34 17.22 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.83 0.00 338.34 17.21 0.12 ----- ----- ----- ----- ----- ----- 0.12
53.92 0.00 338.34 17.21 0.12 ----- ----- ----- ----- ----- ----- 0.12
54.00 0.00 338.34 17.21 0.12 ----- ----- ----- ----- ----- ----- 0.12
54.08 0.00 338.34 17.21 0.12 ----- ----- ----- ----- ----- ----- 0.12
54.17 0.00 338.34 17.20 0.12 ----- ----- ----- ----- ----- ----- 0.12
54.25 0.00 338.34 17.20 0.12 ----- ----- ----- ----- ----- ----- 0.12
54
33 0
00 338
34 17
20 12
0 -
-- 0.12
• .
54.42 .
0.00 .
338.34 .
17.20 .
0.12 _____ _____ _____ _____ _____ _
_ 0.12
54.50 0.00 338.34 17.20 0.12 ----- ----- ----- ----- ----- ----- 0.12
54.58 0.00 338.33 17.19 0.12 ----- ----- ----- ----- ----- ----- 0.12
54.67 0.00 338.33 17.19 0.12 ----- ----- ----- ----- ----- ----- 0.12
54.75 0.00 338.33 17.19 0.12 ----- ----- ----- ----- ----- ----- 0.12
54.83 0.00 338.33 17.19 0.12 ----- ----- ----- ----- ----- ----- 0.12
54.92 0.00 338.33 17.18 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.00 0.00 338.33 17.18 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.08 0.00 338.33 17.18 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.17 0.00 338.33 17.18 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.25 0.00 338.33 17.18 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.33 0.00 338.32 17.17 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.42 0.00 338.32 17.17 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.50 0.00 338.32 17.17 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.58 0.00 338.32 17.17 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.67 0.00 338.32 17.17 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.75 0.00 338.32 17.16 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.83 0.00 338.32 17.16 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.92 0.00 338.32 17.16 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.00 0.00 338.32 17.16 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.08 0.00 338.32 17.15 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.17 0.00 338.31 17.15 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.25 0.00 338.31 17.15 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.33 0.00 338.31 17.15 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.42 0.00 338.31 17.15 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.50 0.00 338.31 17.14 0.12 ----- ----- ----- ----- ----- ----- 0.12
• 56.58 0.00 338.31 17.14 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
1 YEAR ROUT
0 Hydrograph Discharge Table
Page 15
Time Inflow Elevation Clv A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
56.67 0.00 338.31 17.14 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.75 0.00 338.31 17.14 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.83 0.00 338.31 17.13 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.92 0.00 338.31 17.13 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.00 0.00 338.30 17.13 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.08 0.00 338.30 17.13 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.17 0.00 338.30 17.13 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.25 0.00 338.30 17.12 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.33 0.00 338.30 17.12 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.42 0.00 338.30 17.12 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.50 0.00 338.30 17.12 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.58 0.00 338.30 17.12 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.67 0.00 338.30 17.11 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.75 0.00 338.30 17.11 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.83 0.00 338.29 17.11 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.92 0.00 338.29 17.11 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.00 0.00 338.29 17.10 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.08 0.00 338.29 17.10 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.17 0.00 338.29 17.10 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.25 0.00 338.29 17.10 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.33 0.00 338.29 17.10 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.42 0.00 338.29 17.09 0.12 0.12
•
58.50 0.00 338.29 17.09 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.58 0.00 338.28 17.09 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.67 0.00 338.28 17.09 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.75 0.00 338.28 17.08 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.83 0.00 338.28 17.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
58.92 0.00 338.28 17.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.00 0.00 338.28 17.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.08 0.00 338.28 17.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.17 0.00 338.28 17.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.25 0.00 338.28 17.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.33 0.00 338.28 17.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.42 0.00 338.27 17.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.50 0.00 338.27 17.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.58 0.00 338.27 17.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.67 0.00 338.27 17.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.75 0.00 338.27 17.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.83 0.00 338.27 17.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
59.92 0.00 338.27 17.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
60.00 0.00 338.27 17.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
60.08 0.00 338.27 17.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
60.17 0.00 338.27 17.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
60.25 0.00 338.26 17.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
60.33 0.00 338.26 17.04 0.11 ----- ----- ----- ----- ----- ----- 0.11
60.42 0.00 338.26 17.04 0.11 ----- ----- ----- ----- ----- 0.11
60.50 0.00 338.26 17.04 0.11 ----- ----- ----- ----- ----- ----- 0.11
60.58 0.00 338.26 17.04 0.11 - - 0.11
•
60.67 0.00 338.26 17.04 0.11 _____
____ ____- _____ i____ ___
_ 0.11
Continues on next page...
1 YEAR ROUT
0 Hydrograph Discharge Table
Page 16
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
60.75 0.00 338.26 17.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
60.83 0.00 338.26 17.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
60.92 0.00 338.26 17.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.00 0.00 338.26 17.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.08 0.00 338.25 17.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.17 0.00 338.25 17.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.25 0.00 338.25 17.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.33 0.00 338.25 17.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.42 0.00 338.25 17.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.50 0.00 338.25 17.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.58 0.00 338.25 17.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.67 0.00 338.25 17.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.75 0.00 338.25 17.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.83 0.00 338.25 17.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
61.92 0.00 338.24 17.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
62.00 0.00 338.24 17.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
62.08 0.00 338.24 17.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
62.17 0.00 338.24 17.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
62.25 0.00 338.24 16.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
62.33 0.00 338.24 16.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
62.42 0.00 338.24 16.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
62.50 0.00 338.24 16.99 0.11 - -
- 0.11
• 62.58 0.00 338.24 16.99 0.11 ???__ ?
=_: =____ ?
__
_____ ???__ 0.11
62.67 0.00 338.24 16.98 0.11 ----- ----- ----- ----- ----- ----- 0.11
62.75 0.00 338.23 16.98 0.11 ----- ----- ----- ----- ----- ----- 0.11
62.83 0.00 338.23 16.98 0.11 ----- ----- ----- ----- ----- ----- 0.11
62.92 0.00 338.23 16.98 0.11 ----- ----- ----- ----- ----- ----- 0.11
63.00 0.00 338.23 16.98 0.11 ----- ----- ----- ----- ---- ----- 0.11
63.08 0.00 338.23 16.97 0.11 ----- ----- ----- ----- ---- ----- 0.11
63.17 0.00 338.23 16.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
63.25 0.00 338.23 16.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
63.33 0.00 338.23 16.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
63.42 0.00 338.23 16.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
63.50 0.00 338.23 16.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
63.58 0.00 338.22 16.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
63.67 0.00 338.22 16.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
63.75 0.00 338.22 16.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
63.83 0.00 338.22 16.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
63.92 0.00 338.22 16.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
64.00 0.00 338.22 16.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
64.08 0.00 338.22 16.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
64.17 0.00 338.22 16.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
64.25 0.00 338.22 16.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
64.33 0.00 338.22 16.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
64.42 0.00 338.21 16.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
64.50 0.00 338.21 16.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
64.58 0.00 338.21 16.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
64.67 0.00 338.21 16.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 64.75 0.00 338.21 16.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
1 YEAR ROUT
0 Hydrograph Discharge Table
Page 17
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
64.83 0.00 338.21 16.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
64.92 0.00 338.21 16.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.00 0.00 338.21 16.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.08 0.00 338.21 16.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.17 0.00 338.21 16.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.25 0.00 338.20 16.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.33 0.00 338.20 16.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.42 0.00 338.20 16.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.50 0.00 338.20 16.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.58 0.00 338.20 16.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.67 0.00 338.20 16.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.75 0.00 338.20 16.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.83 0.00 338.20 16.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
65.92 0.00 338.20 16.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
66.00 0.00 338.20 16.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
66.08 0.00 338.19 16.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
66.17 0.00 338.19 16.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
66.25 0.00 338.19 16.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
66.33 0.00 338.19 16.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
66.42 0.00 338.19 16.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
66.50 0.00 338.19 16.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
66.58 0.00 338.19 16.88 0.11 0.11
•
66.67 0.00 338.19 16.88 0.11 _____ =___= _____ _____ _____ ?____ 0.11
66.75 0.00 338.19 16.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
66.83 0.00 338.19 16.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
66.92 0.00 338.19 16.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.00 0.00 338.18 16.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.08 0.00 338.18 16.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.17 0.00 338.18 16.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.25 0.00 338.18 16.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.33 0.00 338.18 16.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.42 0.00 338.18 16.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.50 0.00 338.18 16.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.58 0.00 338.18 16.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.67 0.00 338.18 16.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.75 0.00 338.18 16.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.83 0.00 338.17 16.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
67.92 0.00 338.17 16.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
68.00 0.00 338.17 16.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
68.08 0.00 338.17 16.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
68.17 0.00 338.17 16.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
68.25 0.00 338.17 16.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
68.33 0.00 338.17 16.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
68.42 0.00 338.17 16.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
68.50 0.00 338.17 16.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
68.58 0.00 338.17 16.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
68.67 0.00 338.16 16.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
68.75 0.00 338.16 16.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 68.83 0.00 338.16 16.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
1 YEAR ROUT
. Hydrograph Discharge Table
Page 18
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
68.92 0.00 338.16 16.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.00 0.00 338.16 16.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.08 0.00 338.16 16.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.17 0.00 338.16 16.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.25 0.00 338.16 16.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.33 0.00 338.16 16.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.42 0.00 338.16 16.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.50 0.00 338.15 16.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.58 0.00 338.15 16.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.67 0.00 338.15 16.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.75 0.00 338.15 16.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.83 0.00 338.15 16.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
69.92 0.00 338.15 16.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.00 0.00 338.15 16.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.08 0.00 338.15 16.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.17 0.00 338.15 16.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.25 0.00 338.15 16.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.33 0.00 338.15 16.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.42 0.00 338.14 16.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.50 0.00 338.14 16.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.58 0.00 338.14 16.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.67 0.00 338.14 16.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
•
70.75 0.00 338.14 16.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.83 0.00 338.14 16.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
70.92 0.00 338.14 16.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.00 0.00 338.14 16.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.08 0.00 338.14 16.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.17 0.00 338.14 16.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.25 0.00 338.13 16.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.33 0.00 338.13 16.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.42 0.00 338.13 16.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.50 0.00 338.13 16.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.58 0.00 338.13 16.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.67 0.00 338.13 16.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.75 0.00 338.13 16.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.83 0.00 338.13 16.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
71.92 0.00 338.13 16.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.00 0.00 338.13 16.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.08 0.00 338.13 16.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.17 0.00 338.12 16.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.25 0.00 338.12 16.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.33 0.00 338.12 16.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.42 0.00 338.12 16.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.50 0.00 338.12 16.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.58 0.00 338.12 16.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.67 0.00 338.12 16.73 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.75 0.00 338.12 16.73 0.11 ----- ----- ----- ----- ----- ----- 0.11
72.83 0.00 338.12 16.73 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 72.92 0.00 338.12 16.73 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
1 YEAR ROUT
Page 19
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
73.00 0.00 338,11 16.73 0.11 ----- ----- ----- ----- ----- ----- 0.11
73.08 0.00 338.11 16.72 0.11 ----- ----- ----- ----- ----- ----- 0.11
73.17 0.00 338.11 16.72 0.11 ----- ----- ----- ----- ----- ----- 0.11
73.25 0.00 338.11 16.72 0.11 ----- ----- ----- ----- ----- ----- 0.11
73.33 0.00 338.11 16.72 0.11 ----- ----- ----- ----- ----- ----- 0.11
73.42 0.00 338.11 16.72 0.11 ----- ----- ----- ----- ----- ----- 0.11
73.50 0.00 338.11 16.71 0.11 ----- ----- ----- ----- ----- ----- 0.11
73.58 0.00 338.11 16.71 0.11 ----- ----- ----- ----- ----- ----- 0.11
73.67 0.00 338.11 16.71 0.11 ----- ----- ----- ----- ----- ----- 0.11
73.75 0.00 338.11 16.71 0.11 ----- ----- ----- ----- ----- ----- 0.11
73.83 0.00 338.11 16.71 0.11 ----- ----- ----- ----- ----- ----- 0,11
73.92 0.00 338.10 16.70 0.11 ----- ----- ----- ----- ----- ----- 0.11
74.00 0.00 338,10 16.70 0.11 ----- ----- ----- ----- ----- ----- 0.11
74.08 0.00 338.10 16.70 0.11 ----- ----- ----- ----- ----- ----- 0.11
74.17 0.00 338.10 16.70 0.11 ----- ----- ----- ----- ----- ----- 0.11
74.25 0.00 338.10 16.70 0.11 ----- ----- ----- ----- ----- ----- 0.11
74.33 0.00 338,10 16.69 0.11 ----- ----- ----- ----- ----- ----- 0.11
74.42 0.00 338,10 16.69 0.11 ----- ----- ----- ----- ----- ----- 0.11
74.50 0.00 338.10 16.69 0.11 ----- ----- ----- ----- ----- ----- 0.11
74.58 0.00 338.10 16.69 0.11 ----- ----- ----- ----- ----- ----- 0.11
74.67 0.00 338.10 16.68 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 74.75
74.83 0.00
0.00 338,10
338.09 16.68
16.68 0.11
0.11 __-__ =_-_- _?___ =__== ___-_ -=___ 0.11
0.11
74.92 0.00 338.09 16.68 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.00 0,00 338.09 16.68 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.08 0.00 338.09 16.67 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.17 0.00 338.09 16.67 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.25 0.00 338.09 16.67 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.33 0.00 338,09 16.67 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.42 0.00 338.09 16.67 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.50 0.00 338.09 16.66 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.58 0.00 338.09 16.66 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.67 0.00 338.08 16.66 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.75 0.00 338.08 16.66 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.83 0.00 338.08 16.66 0.11 ----- ----- ----- ----- ----- ----- 0.11
75.92 0.00 338.08 16.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.00 0.00 338.08 16.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.08 0.00 338.08 16.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.17 0.00 338.08 16.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.25 0.00 338.08 16.65 0.10 ----- ----- ----- ----- ----- ----- 0,10
76.33 0.00 338.08 16.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.42 0.00 338.08 16.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.50 0.00 338.08 16.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.58 0.00 338.07 16.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.67 0.00 338.07 16.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.75 0.00 338.07 16.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.83 0.00 338.07 16.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
76.92 0.00 338.07 16.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 77.00 0.00 338.07 16.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
I YEAR ROUT
Page 20
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
77.08 0.00 338.07 16.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
77.17 0.00 338.07 16.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
77.25 0.00 338.07 16.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
77.33 0.00 338.07 16.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
77.42 0.00 338.07 16.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
77.50 0.00 338.06 16.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
77.58 0.00 338.06 16.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
77.67 0.00 338.06 16.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
77.75 0.00 338.06 16.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
77.83 0.00 338.06 16.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
77.92 0.00 338.06 16.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
78.00 0.00 338.06 16.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
78.08 0.00 338.06 16.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
78.17 0.00 338.06 16.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
78.25 0.00 338.06 16.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
78.33 0.00 338.06 16.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
78.42 0.00 338.05 16.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
78.50 0.00 338.05 16.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
78.58 0.00 338.05 16.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
78.67 0.00 338.05 16.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
78.75 0.00 338.05 16.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 78.83
78.92 0.00
0.00 338.05
338.05 16.58
16.58 0.10
0.10 -____ _____ =___= __-_- -____ ___-_ 0.10
0.10
79.00 0.00 338.05 16.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.08 0.00 338.05 16.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.17 0.00 338.05 16.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.25 0.00 338.05 16.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.33 0.00 338.04 16.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.42 0.00 338.04 16.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.50 0.00 338.04 16.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.58 0.00 338.04 16.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.67 0.00 338.04 16.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.75 0.00 338.04 16.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.83 0.00 338.04 16.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
79.92 0.00 338.04 16.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.00 0.00 338.04 16.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.08 0.00 338.04 16.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.17 0.00 338.04 16.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.25 0.00 338.03 16.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.33 0.00 338.03 16.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.42 0.00 338.03 16.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.50 0.00 338.03 16.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.58 0.00 338.03 16.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.67 0.00 338.03 16.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.75 0.00 338.03 16.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.83 0.00 338.03 16.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
80.92 0.00 338.03 16.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
81.00 0.00 338.03 16.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 81.08 0.00 338.03 16.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
I YEAR ROUT
Page 21
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
81.17 0.00 338.02 16.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
81.25 0.00 338.02 16.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
81.33 0.00 338.02 16.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
81.42 0.00 338.02 16.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
81.50 0.00 338.02 16.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
81.58 0.00 338.02 16.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
81.67 0.00 338.02 16.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
81.75 0.00 338.02 16.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
81.83 0.00 338.02 16.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
81.92 0.00 338.02 16.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
82.00 0.00 338.02 16.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
82.08 0.00 338.01 16.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
82.17 0.00 338.01 16.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
82,25 0.00 338.01 16.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
82.33 0.00 338.01 16.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
82.42 0.00 338.01 16.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
82.50 0.00 338.01 16.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
82.58 0.00 338.01 16.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
82.67 0.00 338.01 16.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
82.75 0.00 338.01 16.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
82.83 0.00 338.01 16.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 82,92
83.00 0.00
0.00 338.01
338.00 16.49
16.49 0.10
0.10 _??_= ?---_ ___-_ =____ _____ _-___ 0.10
0.10
83.08 0.00 338.00 16.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
83.17 0.00 338.00 16.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
83.25 0.00 338.00 16.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
83.33 0.00 338.00 16.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
83.42 0.00 338.00 16.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
83.50 0.00 338.00 16.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
83.58 0.00 338.00 16.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
83.67 0.00 338.00 16.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
83.75 0.00 338.00 16.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
83.83 0.00 338.00 16.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
83.92 0.00 337.99 16.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.00 0.00 337.99 16.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.08 0.00 337.99 16.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.17 0.00 337.99 16.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.25 0.00 337.99 16.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.33 0.00 337.99 16.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.42 0.00 337.99 16.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.50 0.00 337.99 16.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.58 0.00 337.99 16.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.67 0.00 337.99 16.45 0.10 ----- ----- ----- ----- ---- ----- 0.10
84.75 0.00 337.99 16.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.83 0.00 337.99 16.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
84.92 0.00 337.98 16.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
85.00 0.00 337.98 16.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
85.08 0.00 337.98 16.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 85.17 0.00 337.98 16.43 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
1 YEAR ROUT
• Hydrograph Discharge Table
Page 22
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
85.25 0.00 337.98 16.43 0.10 ----- ----- ----- ----- ----- ----- 0.10
85.33 0.00 337.98 16.43 0.10
----- ----- ----- ----- -----
-----
0.10
85.42 0.00 337.98 16.43 0.10 ----- ----- ----- ----- ----- ----- 0.10
85.50 0.00 337.98 16.43 0.10
----- ----- ----- -----
----- -----
0.10
85.58 0.00 337.98 16.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
85.67 0.00 337.98 16.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
85.75 0.00 337.98 16.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
85.83 0.00 337.97 16.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
85.92 0.00 337.97 16.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.00 0.00 337.97 16.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.08 0.00 337.97 16.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.17 0.00 337.97 16.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.25 0.00 337.97 16.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.33 0.00 337.97 16.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.42 0.00 337.97 16.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.50 0.00 337.97 16.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.58 0.00 337.97 16.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.67 0.00 337.97 16.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.75 0.00 337.97 16.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.83 0.00 337.96 16.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
86.92 0.00 337.96 16.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
87.00 0.00 337.96 16.39 0.10 - ----- _____
-
- 0.10
•
87.08 0.00 337.96 16.39 0.10 __
__ __
__ _____ ____ 0.10
87.17 0.00 337.96 16.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
87.25 0.00 337.96 16.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
87.33 0.00 337.96 16.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
87.42 0.00 337.96 16.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
87.50 0.00 337.96 16.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
87.58 0.00 337.96 16.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
87.67 0.00 337.96 16.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
87.75 0.00 337.95 16.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
87.83 0.00 337.95 16.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
87.92 0.00 337.95 16.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
88.00 0.00 337.95 16.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
88.08 0.00 337.95 16.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
88.17 0.00 337.95 16.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
88.25 0.00 337.95 16.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
88.33 0.00 337.95 16.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
88.42 0.00 337.95 16.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
88.50 0.00 337.95 16.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
88.58 0.00 337.95 16.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
88.67 0.00 337.95 16.35 0.10
----- ----- ----- ----- -----
-----
0.10
88.75 0.00 337.94 16.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
88.83 0.00 337.94 16.35 0.10
----- ----- ----- -----
----- -----
0.10
88.92 0.00 337.94 16.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
89.00 0.00 337.94 16.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
89.08 0.00 337.94 16.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
89.17 0.00 337.94 16.34 0.10 ----- ----- ----- ----- ----- 0.10
• 89.25 0.00 337.94 16.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
1 YEAR ROUT
• Hydrograph Discharge Table
Page 23
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
89.33 0.00 337.94 16.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
89.42 0.00 337.94 16.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
89.50 0.00 337.94 16.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
89.58 0.00 337.94 16.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
89.67 0.00 337.93 16.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
89.75 0.00 337.93 16.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
89.83 0.00 337.93 16.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
89.92 0.00 337.93 16.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.00 0.00 337.93 16.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.08 0.00 337.93 16.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.17 0.00 337.93 16.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.25 0.00 337.93 16.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.33 0.00 337.93 16.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.42 0.00 337.93 16.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.50 0.00 337.93 16.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.58 0.00 337.93 16.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.67 0.00 337.92 16.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.75 0.00 337.92 16.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.83 0.00 337.92 16.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
90.92 0.00 337.92 16.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.00 0.00 337.92 16.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.08 0.00 337.92 16.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
•
91.17 0.00 337.92 16.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.25 0.00 337.92 16.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.33 0.00 337.92 16.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.42 0.00 337.92 16.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.50 0.00 337.92 16.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.58 0.00 337.92 16.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.67 0.00 337.91 16.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.75 0.00 337.91 16.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.83 0.00 337.91 16.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
91.92 0.00 337.91 16.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.00 0.00 337.91 16.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.08 0.00 337.91 16.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.17 0.00 337.91 16.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.25 0.00 337.91 16.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.33 0.00 337.91 16.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.42 0.00 337.91 16.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.50 0.00 337.91 16.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.58 0.00 337.90 16.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.67 0.00 337.90 16.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.75 0.00 337.90 16.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.83 0.00 337.90 16.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
92.92 0.00 337.90 16.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
93.00 0.00 337.90 16.26 0.09 ----- ----- ----- ----- ----- ----- 0.09
93.08 0.00 337.90 16.25 0.09 ----- ----- ----- ----- ----- ----- 0.09
93.17 0.00 337.90 16.25 0.09 ----- ----- ----- ----- ----- ----- 0.09
93.25 0.00 337.90 16.25 0.09 ----- ----- ----- ----- ----- ----- 0.09
93.33 0.00 337.90 16.25 0.09 ----- ----- ----- ----- ----- ----- 0.09
Continues on next page...
I YEAR ROUT
Page 24
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
93.42 0.00 337.90 16.25 0.09 ----- ----- ----- ----- ----- ----- 0.09
93.50 0.00 337.90 16.24 0.09 ----- ----- ----- ----- ----- ----- 0.09
93.58 0.00 337.89 16.24 0.09 ----- ----- ----- ----- ----- ----- 0.09
93.67 0.00 337.89 16.24 0.09 ----- ----- ----- ----- ----- ----- 0.09
93.75 0.00 337.89 16.24 0.09 ----- ----- ----- ----- ----- ----- 0.09
93.83 0.00 337.89 16.24 0.09 ----- ----- ----- ----- ----- ----- 0.09
93.92 0.00 337.89 16.23 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.00 0.00 337.89 16.23 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.08 0.00 337.89 16.23 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.17 0.00 337.89 16.23 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.25 0.00 337.89 16.23 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.33 0.00 337.89 16.23 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.42 0.00 337.89 16.22 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.50 0.00 337.89 16.22 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.58 0.00 337.88 16.22 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.67 0.00 337.88 16.22 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.75 0.00 337.88 16.22 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.83 0.00 337.88 16.21 0.09 ----- ----- ----- ----- ----- ----- 0.09
94.92 0.00 337.88 16.21 0.09 ----- ----- ----- ----- ----- ----- 0.09
95.00 0.00 337.88 16.21 0.09 ----- ----- ----- ----- ----- ----- 0.09
95.08 0.00 337.88 16.21 0.09 ----- ----- ----- ----- ----- ----- 0.09
95.17 0.00 337.88 16.21 0.09 ----- ----- ----- ----- ----- ----- 0
09
• 95.25 0.00 337.88 16.21 0.09 ----- ----- ----- ----- ----- ----- .
0.09
95.33 0.00 337.88 16.20 0.09 ----- ----- ----- ----- ----- ----- 0.09
95.42 0.00 337.88 16.20 0.09 ----- ----- ----- ----- ----- ----- 0.09
95.50 0.00 337.88 16.20 0.09 ----- ----- ----- ----- ----- ----- 0.09
95.58 0.00 337.87 16.20 0.09 ----- ----- ----- ----- ----- ----- 0.09
95.67 0.00 337.87 16.20 0.09 ----- ----- ----- ----- ----- ----- 0.09
95.75 0.00 337.87 16.19 0.09 ----- ----- ----- ----- ----- ----- 0.09
95.83 0.00 337.87 16.19 0.09 ----- ----- ----- ----- ----- ----- 0.09
95.92 0.00 337.87 16.19 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.00 0.00 337.87 16.19 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.08 0.00 337.87 16.19 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.17 0.00 337.87 16.18 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.25 0.00 337.87 16.18 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.33 0.00 337.87 16.18 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.42 0.00 337.87 16.18 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.50 0.00 337.87 16.18 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.58 0.00 337.87 16.18 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.67 0.00 337.86 16.17 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.75 0.00 337.86 16.17 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.83 0.00 337.86 16.17 0.09 ----- ----- ----- ----- ----- ----- 0.09
96.92 0.00 337.86 16.17 0.09 ----- ----- ----- ----- ----- ----- 0.09
97.00 0.00 337.86 16.17 0.09 ----- ----- ----- ----- ----- ----- 0.09
97.08 0.00 337.86 16.16 0.09 ----- ----- ----- ----- ----- ----- 0.09
97.17 0.00 337.86 16.16 0.09 ----- ----- ----- ----- ----- ----- 0.09
97.25 0.00 337.86 16.16 0.09 ----- ----- ----- ----- ----- ----- 0.09
97.33 0.00 337.86 16.16 0.09 ----- ----- ----- ----- ----- ----- 0.09
• 97.42 0.00 337.86 16.16 0.09 ----- ----- ----- ----- ----- ----- 0.09
Continues on next page...
I YEAR ROUT
Page 25
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
97.50 0.00 337.86 16.16 0.09 ----- ----- ----- ----- ----- ----- 0.09
97.58 0.00 337.86 16.15 0.09 ----- ----- ----- ----- ----- ----- 0.09
97.67 0.00 337.85 16.15 0.09 ----- ----- ----- ----- ----- ----- 0.09
97.75 0.00 337.85 16.15 0.09 ----- ----- ----- ----- ----- ----- 0.09
97.83 0.00 337.85 16.15 0.09 ----- ----- ----- ----- ----- ----- 0.09
97.92 0.00 337.85 16.15 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.00 0.00 337.85 16.14 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.08 0.00 337.85 16.14 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.17 0.00 337.85 16.14 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.25 0.00 337.85 16.14 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.33 0.00 337.85 16.14 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.42 0.00 337.85 16.14 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.50 0.00 337.85 16.13 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.58 0.00 337.85 16.13 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.67 0.00 337.84 16.13 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.75 0.00 337.84 16.13 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.83 0.00 337.84 16.13 0.09 ----- ----- ----- ----- ----- ----- 0.09
98.92 0.00 337.84 16.12 0.09 ----- ----- ----- ----- ----- ----- 0.09
99.00 0.00 337.84 16.12 0.09 ----- ----- ----- ----- ----- ----- 0.09
99.08 0.00 337.84 16.12 0.09 ----- ----- ----- ----- ----- ----- 0.09
99.17 0.00 337.84 16.12 0.09 ----- ----- ----- ----- ----- ----- 0.09
• 99.25
99.33 0.00
0.00 337.84
337.84 16.12
16.12 0.09
0.09 ----- ----- ----- ----- ----- ----- 0.09
0.09
99.42 0.00 337.84 16.11 0.09 ----- ----- ----- ----- ----- ----- 0.09
99.50 0.00 337.84 16.11 0.09 ----- ----- ----- ----- ----- ----- 0.09
99.58 0.00 337.84 16.11 0.09 ----- ----- ----- ----- ----- ----- 0.09
99.67 0.00 337.83 16.11 0.09 ----- ----- ----- ----- ----- ----- 0.09
99.75 0.00 337.83 16.11 0.09 ----- ----- ----- ----- ----- ----- 0.09
99.83 0.00 337.83 16.10 0.09 ----- ----- ----- ----- ----- ----- 0.09
99.92 0.00 337.83 16.10 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.00 0.00 337.83 16.10 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.08 0.00 337.83 16.10 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.17 0.00 337.83 16.10 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.25 0.00 337.83 16.10 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.33 0.00 337.83 16.09 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.42 0.00 337.83 16.09 0.09 ----- -- -- ----- ----- ----- ----- 0.09
100.50 0.00 337.83 16.09 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.58 0.00 337.83 16.09 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.67 0.00 337.83 16.09 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.75 0.00 337.82 16.08 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.83 0.00 337.82 16.08 0.09 ----- ----- ----- ----- ----- ----- 0.09
100.92 0.00 337.82 16.08 0.09 ----- ----- ----- ----- ----- ----- 0.09
101.00 0.00 337.82 16.08 0.09 ----- ----- ----- ----- ----- ----- 0.09
101.08 0.00 337.82 16.08 0.09 ----- ----- ----- ----- ----- ----- 0.09
101.17 0.00 337.82 16.08 0.09 ----- ----- ----- ----- ----- ----- 0.09
101.25 0.00 337.82 16.07 0.09 ----- ----- ----- ----- ----- ----- 0.09
101.33 0.00 337.82 16.07 0.09 ----- ----- ----- ----- ----- ----- 0.09
101.42 0.00 337.82 16.07 0.09 ----- ----- ----- ----- ----- ----- 0.09
. 101.50 0.00 337.82 16.07 0.09 ----- ----- ----- ----- ----- ----- 0.09
Continues on next page...
1 YEAR ROUT
. Hydrograph Discharge Table
Page 26
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
101.58 0.00 337.82 16.07 0.09 ----- ----- ----- ----- ----- ----- 0.09
101.67 0.00 337.82 16.06 0.09 ----- ----- ----- ----- ----- ----- 0.09
101.75 0.00 337.81 16.06 0.09 ----- ----- ----- ----- ----- ----- 0.09
101.83 0.00 337.81 16.06 0.09 ----- ----- ----- ----- ----- ----- 0.09
101.92 0.00 337.81 16.06 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.00 0.00 337.81 16.06 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.08 0.00 337.81 16.06 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.17 0.00 337.81 16.05 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.25 0.00 337.81 16.05 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.33 0.00 337.81 16.05 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.42 0.00 337.81 16.05 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.50 0.00 337.81 16.05 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.58 0.00 337.81 16.05 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.67 0.00 337.81 16.04 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.75 0.00 337.81 16.04 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.83 0.00 337.80 16.04 0.09 ----- ----- ----- ----- ----- ----- 0.09
102.92 0.00 337.80 16.04 0.09 ----- ----- ----- ----- ----- ----- 0.09
103.00 0.00 337.80 16.04 0.09 ----- ----- ----- ----- ----- ----- 0.09
103.08 0.00 337.80 16.03 0.09 ----- ----- ----- ----- ----- ----- 0.09
103.17 0.00 337.80 16.03 0.09 ----- ----- ----- ----- ----- ----- 0.09
103.25 0.00 337.80 16.03 0.09 ----- ----- ----- ----- ----- ----- 0.09
103.33 0.00 337.80 16.03 0.09 -_
--___ ___?- _---_ __-_- ____- 0.09
•
103.42 0.00 337.80 16.03 0.09 __? 0.09
103.50 0.00 337.80 16.03 0.09 ----- ----- ----- ----- ----- ----- 0.09
103.58 0.00 337.80 16.02 0.09 ----- ----- ----- ----- ----- ----- 0.09
103.67 0.00 337.80 16.02 0.09 ----- ----- ----- ----- ----- ----- 0.09
103.75 0.00 337.80 16.02 0.09 ----- ----- ----- ----- ----- ----- 0.09
103.83 0.00 337.80 16.02 0.09 ----- ----- ----- ----- ----- ----- 0.09
103.92 0.00 337.79 16.02 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.00 0.00 337.79 16.02 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.08 0.00 337.79 16.01 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.17 0.00 337.79 16.01 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.25 0.00 337.79 16.01 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.33 0.00 337.79 16.01 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.42 0.00 337.79 16.01 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.50 0.00 337.79 16.00 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.58 0.00 337.79 16.00 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.67 0.00 337.79 16.00 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.75 0.00 337.79 16.00 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.83 0.00 337.79 16.00 0.09 ----- ----- ----- ----- ----- ----- 0.09
104.92 0.00 337.78 16.00 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.00 0.00 337.78 15.99 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.08 0.00 337.78 15.99 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.17 0.00 337.78 15.99 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.25 0.00 337.78 15.99 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.33 0.00 337.78 15.99 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.42 0.00 337.78 15.98 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.50 0.00 337.78 15.98 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.58 0.00 337.78 15.98 0.09 ----- ----- ----- ----- ----- ----- 0.09
Continues on next page...
I YEAR ROUT
Hydrograph Discharge Table
Page 27
Time Inflow Elevation Civ A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
105.67 0.00 337.78 15.98 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.75 0.00 337.78 15.98 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.83 0.00 337.78 15.98 0.09 ----- ----- ----- ----- ----- ----- 0.09
105.92 0.00 337.78 15.97 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.00 0.00 337.77 15.97 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.08 0.00 337.77 15.97 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.17 0.00 337.77 15.97 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.25 0.00 337.77 15.97 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.33 0.00 337.77 15.97 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.42 0.00 337.77 15.96 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.50 0.00 337.77 15.96 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.58 0.00 337.77 15.96 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.67 0.00 337.77 15.96 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.75 0.00 337.77 15.96 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.83 0.00 337.77 15.96 0.09 ----- ----- ----- ----- ----- ----- 0.09
106.92 0.00 337.77 15.95 0.09 ----- ----- ----- ----- ----- ----- 0.09
107.00 0.00 337.77 15.95 0.09 ----- ----- ----- ----- ----- ----- 0.09
107.08 0.00 337.76 15.95 0.09 ----- ----- ----- ----- ----- ----- 0.09
107.17 0.00 337.76 15.95 0.09 ----- ----- ----- ----- ----- ----- 0.09
107.25 0.00 337.76 15.95 0.09 ----- ----- ----- ----- ----- ----- 0.09
107.33 0.00 337.76 15.94 0.09 ----- ----- ----- ----- ----- ----- 0.09
107.42 0.00 337.76 15.94 0.09 -
-
-
-
- 0.09
107.50 0.00 337.76 15.94 0.09 __ _____
___
_ _____
___: _
==
__ 0.09
107.58 0.00 337.76 15.94 0.09 ----- ----- ----- ----- ----- ----- 0.09
107.67 0.00 337.76 15.94 0.09 ----- ----- ----- ----- ----- ----- 0.09
107.75 0.00 337.76 15.94 0.09 ----- ----- ----- ----- ----- ----- 0.09
107.83 0.00 337.76 15.93 0.09 ----- ----- ----- ----- ----- ----- 0.09
107.92 0.00 337.76 15.93 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.00 0.00 337.76 15.93 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.08 0.00 337.76 15.93 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.17 0.00 337.75 15.93 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.25 0.00 337.75 15.93 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.33 0.00 337.75 15.92 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.42 0.00 337.75 15.92 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.50 0.00 337.75 15.92 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.58 0.00 337.75 15.92 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.67 0.00 337.75 15.92 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.75 0.00 337.75 15.92 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.83 0.00 337.75 15.91 0.09 ----- ----- ----- ----- ----- ----- 0.09
108.92 0.00 337.75 15.91 0.09 ----- ----- ----- ----- ----- ----- 0.09
109.00 0.00 337.75 15.91 0.09 ----- ----- ----- ----- ----- ----- 0.09
109.08 0.00 337.75 15.91 0.09 ----- ----- ----- ----- ----- ----- 0.09
109.17 0.00 337.75 15.91 0.09 ----- ----- ----- ----- ----- ----- 0.09
109.25 0.00 337.75 15.90 0.09 ----- ----- ----- ----- ----- ----- 0.09
109.33 0.00 337.74 15.90 0.09 ----- ----- ----- ----- ----- ----- 0.09
109.42 0.00 337.74 15.90 0.09 ----- ----- ----- ----- ----- ----- 0.09
109.50 0.00 337.74 15.90 0.09 ----- ----- ----- ----- ----- ----- 0.09
109.58 0.00 337.74 15.90 0.09 ----- ----- ----- ----- ----- ----- 0.09'
• 109.67 0.00 337.74 15.90 0.09 ----- ----- ----- ----- ----- ----- 0.09
Continues on next page...
1 YEAR ROUT
• Hydrograph Discharge Table
Page 28
Time Inflow Elevation Civ A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
109.75 0.00 337.74 15.89 0.09 ----- ----- ----- ----- ----- ----- 0.09
109.83 0.00 337.74 15.89 0.09 ----- ----- ----- ----- ----- ----- 0.09
109.92 0.00 337.74 15.89 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.00 0.00 337.74 15.89 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.08 0.00 337.74 15.89 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.17 0.00 337.74 15.89 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.25 0.00 337.74 15.88 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.33 0.00 337.74 15.88 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.42 0.00 337.73 15.88 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.50 0.00 337.73 15.88 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.58 0.00 337.73 15.88 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.67 0.00 337.73 15.88 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.75 0.00 337.73 15.87 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.83 0.00 337.73 15.87 0.08 ----- ----- ----- ----- ----- ----- 0.08
110.92 0.00 337.73 15.87 0.08 ----- ----- ----- ----- ----- ----- 0.08
111.00 0.00 337.73 15.87 0.08 ----- ----- ----- ----- ----- ----- 0.08
111.08 0.00 337.73 15.87 0.08 ----- ----- ----- ----- ----- ----- 0.08
111.17 0.00 337.73 15.87 0.08 ----- ----- ----- ----- ----- ----- 0.08
111.25 0.00 337.73 15.86 0.08 ----- ----- ----- ----- ----- ----- 0.08
111.33 0.00 337.73 15.86 0.08 ----- ----- ----- ----- ----- ----- 0.08
111.42 0.00 337.73 15.86 0.08 ----- ----- ----- ----- ----- ----- 0.08
111.50 0.00 337.72 15.86 0.08 -
--
- 0.08
111.58 0.00 337.72 15.86 0.08 ____
_=__= ___=_ ___=_ _=_
____ 0.08
111.67 0.00 337.72 15.86 0.08 ----- ----- ----- ----- ----- ----- 0.08
111.75 0.00 337.72 15.85 0.08 ----- ----- ----- ----- ----- ----- 0.08
111.83 0.00 337.72 15.85 0.08 ----- ----- ----- ----- ----- ----- 0.08
111.92 0.00 337.72 15.85 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.00 0.00 337.72 15.85 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.08 0.00 337.72 15.85 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.17 0.00 337.72 15.85 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.25 0.00 337.72 15.84 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.33 0.00 337.72 15.84 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.42 0.00 337.72 15.84 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.50 0.00 337.72 15.84 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.58 0.00 337.72 15.84 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.67 0.00 337.71 15.84 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.75 0.00 337.71 15.83 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.83 0.00 337.71 15.83 0.08 ----- ----- ----- ----- ----- ----- 0.08
112.92 0.00 337.71 15.83 0.08 ----- ----- ----- ----- ----- ----- 0.08
113.00 0.00 337.71 15.83 0.08 ----- ----- ----- ----- ----- ----- 0.08
113.08 0.00 337.71 15.83 0.08 ----- ----- ----- ----- ----- ----- 0.08
113.17 0.00 337.71 15.83 0.08 ----- ----- ----- ----- ----- ----- 0.08
113.25 0.00 337.71 15.82 0.08 ----- ----- ----- ----- ----- ----- 0.08
113.33 0.00 337.71 15.82 0.08 ----- ----- ----- ----- ----- ----- 0.08
113.42 0.00 337.71 15.82 0.08 ----- ----- ----- ----- ----- ----- 0.08
113.50 0.00 337.71 15.82 0.08 ----- ----- ----- ----- ----- ----- 0.08
113.58 0.00 337.71 15.82 0.08 ----- ----- ----- ----- ----- ----- 0.08
113.67 0.00 337.71 15.82 0.08 ----- ----- ----- ----- ----- ----- 0.08
• 113.75 0.00 337.70 15.81 0.08 ----- ----- ----- ----- ----- ----- 0.08
Continues on next page...
1 YEAR ROUT
0 Hydrograph Discharge Table
Page 29
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
113.83 0.00 337.70 15.81 0.08 ----- ----- ----- ----- ----- ----- 0.08
113.92 0.00 337.70 15.81 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.00 0.00 337.70 15.81 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.08 0.00 337.70 15.81 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.17 0.00 337.70 15.81 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.25 0.00 337.70 15.80 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.33 0.00 337.70 15.80 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.42 0.00 337.70 15.80 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.50 0.00 337.70 15.80 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.58 0.00 337.70 15.80 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.67 0.00 337.70 15.80 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.75 0.00 337.70 15.79 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.83 0.00 337.70 15.79 0.08 ----- ----- ----- ----- ----- ----- 0.08
114.92 0.00 337.69 15.79 0.08 ----- ----- ----- ----- ----- ----- 0.08
115.00 0.00 337.69 15.79 0.08 ----- ----- ----- ----- ----- ----- 0.08
115.08 0.00 337.69 15.79 0.08 ----- ----- ----- ----- ----- ----- 0.08
115.17 0.00 337.69 15.78 0.08 ----- ----- ----- ----- ----- ----- 0.08
115.25 0.00 337.69 15.78 0.08 ----- ----- ----- ----- ----- ----- 0.08
115.33 0.00 337.69 15.78 0.08 ----- ----- ----- ----- ----- ----- 0.08
115.42 0.00 337.69 15.78 0.08 ----- ----- ----- ----- ----- ----- 0.08
115.50 0.00 337.69 15.78 0.08
----- ----- ----- ----- -----
-----
0.08
115.58 0.00 337.69 15.78 0.08 __ --___
- 0.08
115.67 0.00 337.69 15.77 0.08 __ _____ _____ ___
_____ _i 0.08
115.75 0.00 337.69 15.77 0.08 ----- ----- ----- ----- ----- ----- 0.08
115.83 0.00 337.69 15.77 0.08 ----- ----- ----- ----- ----- ----- 0.08
115.92 0.00 337.69 15.77 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.00 0.00 337.69 15.77 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.08 0.00 337.68 15.77 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.17 0.00 337.68 15.76 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.25 0.00 337.68 15.76 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.33 0.00 337.68 15.76 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.42 0.00 337.68 15.76 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.50 0.00 337.68 15.76 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.58 0.00 337.68 15.76 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.67 0.00 337.68 15.75 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.75 0.00 337.68 15.75 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.83 0.00 337.68 15.75 0.08 ----- ----- ----- ----- ----- ----- 0.08
116.92 0.00 337.68 15.75 0.08 ----- ----- ----- ----- ----- ----- 0.08
117.00 0.00 337.68 15.75 0.08 ----- ----- ----- ----- ----- ----- 0.08
117.08 0.00 337.68 15.75 0.08 ----- ----- ----- ----- ----- ----- 0.08
117.17 0.00 337.68 15.75 0.08 ----- ----- ----- ----- ----- ----- 0.08
117.25 0.00 337.67 15.74 0.08 ----- ----- ----- ----- ----- ----- 0.08
117.33 0.00 337.67 15.74 0.08 ----- ----- ----- ----- ----- ----- 0.08
117.42 0.00 337.67 15.74 0.08 ----- ----- ----- ----- ----- ----- 0.08
117.50 0.00 337.67 15.74 0.08 ----- ----- ----- ----- ----- ----- 0.08
117.58 0.00 337.67 15.74 0.08 ----- ----- ----- ----- ----- 0.08
117.67 0.00 337.67 15.74 0.08 ----- ----- ----- ----- ----- ----- 0.08
117.75 0.00 337.67 15.73 0.08 ----- ----- ----- ----- ----- ----- 0.08
117.83 0.00 337.67 15.73 0.08 ----- ----- ----- ----- ----- ----- 0.08
Continues on next page...
I YEAR ROUT Page 30
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Civ B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
117.92 0.00 337.67 15.73 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.00 0.00 337.67 15.73 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.08 0.00 337.67 15.73 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.17 0.00 337.67 15.73 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.25 0.00 337.67 15.72 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.33 0.00 337.67 15.72 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.42 0.00 337.66 15.72 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.50 0.00 337.66 15.72 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.58 0.00 337.66 15.72 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.67 0.00 337.66 15.72 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.75 0.00 337.66 15.71 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.83 0.00 337.66 15.71 0.08 ----- ----- ----- ----- ----- ----- 0.08
118.92 0.00 337.66 15.71 0.08 ----- ----- ----- ----- ----- ----- 0.08
119.00 0.00 337.66 15.71 0.08 ----- ----- ----- ----- ----- ----- 0.08
119.08 0.00 337.66 15.71 0.08 ----- ----- ----- ----- ----- ----- 0.08
119.17 0.00 337.66 15.71 0.08 ----- ----- ----- ----- ----- ----- 0.08
119.25 0.00 337.66 15.70 0.08 ----- ----- ----- ----- ----- ----- 0.08
119.33 0.00 337.66 15.70 0.08 ----- ----- ----- ----- ----- ----- 0.08
119.42 0.00 337.66 15.70 0.08 ----- ----- ----- ----- ----- ----- 0.08
119.50 0.00 337.66 15.70 0.08 ----- ----- ----- ----- ----- ----- 0.08
119.58 0.00 337.65 15.70 0.08 ----- ----- ----- ----- ----- ----- 0.08
119.67
119.75 0.00
0.00 337.65
337.65 15.70
15.69 0.08
0.08 _____ _____ _____ -____ _____ -____ 0.08
0.08
119.83 0.00 337.65 15.69 0.08 ----- ----- ----- ----- ----- ----- 0.08
119.92 0.00 337.65 15.69 0.08 ----- ----- ----- ----- ----- ----- 0.08
120.00 0.00 337.65 15.69 0.08 ----- ----- ----- ----- ----- ----- 0.08
... End
U
Hydrograph Report
Page 1
10 Hyd. No. 5
10 YEAR ROUT
Hydrograph type = Reservoir
Storm frequency = 10 yrs
Inflow hyd. No. = 2
Max. Elevation = 341.25 ft
Storage Indication method used.
Hydrograph Discharge Table
Peak discharge
Time interval
Reservoir name
Max. Storage
English
= 2.68 cfs
= 5 min
= POND C
= 268,238 cuft
Total Volume = 90,077 cuft
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.17 44.00 337.22 14.66 0.03 ----- ----- ----- ----- ----- ----- 0.03
0.25 80.00 337.78 15.99 0.09 ----- ----- ----- ----- ----- ----- 0.09
0.33 101.00 << 338.57 17.69 0.13 ----- ----- ----- ----- ----- ----- 0.13
0.42 99.00 339.35 19.20 0.16 ----- ----- ----- ----- ----- ----- 0.16
0.50 66.00 339.93 20.27 0.18 ----- ----- ----- ----- ----- ----- 0.18
0.58 49.00 340.32 20.96 0.19 ----- ----- ----- ----- ----- ----- 0.19
0.67 36.00 340.60 21.45 0.20 ----- ----- ----- ----- ----- ----- 0.20
0.75 27.00 340.81 21.79 0.20 ----- ----- ----- ----- ----- ----- 0.20
0.83 20.00 340.96 22.04 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
0.92 15.00 341.07 22.22 0.21 ----- ----- 0.45 ----- ----- ----- 0.66
1.00 11.00 341.15 22.35 0.21 ----- ----- 1.19 ----- ----- ----- 1.40
1.08 8.00 341.20 22.43 0.21 ----- ----- 1.77 ----- ----- ----- 1.99
1.17 6.00 341.23 22.48 0.21 ----- ----- 2.23 ----- ----- ----- 2.44
1.25 4.00 341.25 << 22.51 0.21 ----- ----- 2.46 ----- ----- ----- 2.68 <<
1.33 0.00 341.25 22.50 0.21 ----- ----- 2.40 ----- ----- ----- 2.62
1.42 0.00 341.23 22.47 0.21 ----- ----- 2.16 ----- ----- ----- 2.38
1.50 0.00 341.21 22.45 0.21 ----- ----- 1.95 ----- ----- ----- 2.16
1.58 0.00 341.20 22.43 0.21 ----- ----- 1.75 ----- ----- ----- 1.96
1.67 0.00 341.19 22.41 0.21 ----- ----- 1.61 ----- ----- ----- 1.82
1.75 0.00 341.18 22.39 0.21 ----- ----- 1.48 ----- ----- ----- 1.69
1.83 0.00 341.17 22.37 0.21 ----- ----- 1.36 ----- ----- ----- 1.57
1.92 0.00 341.16 22.36 0.21 ----- ----- 1.25 ----- ----- ----- 1.46
2.00 0.00 341.15 22.34 0.21 ----- ----- 1.14 ----- ----- ----- 1.36
2.08 0.00 341.14 22.33 0.21 ----- ----- 1.05 ----- ----- ----- 1.26
2.17 0.00 341.13 22.32 0.21 ----- ----- 0.96 ----- ----- ----- 1.17
2.25 0.00 341.12 22.30 0.21 ----- ----- 0.88 ----- ----- ----- 1.09
2.33 0.00 341.12 22.29 0.21 ----- ----- 0.80 ----- ----- ----- 1.01
2.42 0.00 341.11 22.28 0.21 ----- ----- 0.73 ----- ----- ----- 0.94
2.50 0.00 341.10 22.27 0.21 ----- ----- 0.66 ----- ----- ----- 0.87
2.58 0.00 341.10 22.26 0.21 ----- ----- 0.61 ----- ----- ----- 0.82
2.67 0.00 341.09 22.26 0.21 ----- ----- 0.57 ----- ----- ----- 0.78
2.75 0.00 341.09 22.25 0.21 ----- ----- 0.54 ----- ----- ----- 0.75
2.83 0.00 341.08 22.24 0.21 ----- ----- 0.51 ----- ----- ----- 0.72
2.92 0.00 341.08 22.23 0.21 ----- ----- 0.48 ----- ----- ----- 0.69
3.00 0.00 341.07 22.22 0.21 ----- ----- 0.46 ----- ----- ----- 067
• 3.08 0.00 341.07 22.22 0.21 ----- ----- 0.43 ----- ----- ----- 0.64
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 2
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
3.17 0.00 341.07 22.21 0.21 ----- ----- 0.41 ----- ----- ----- 0.62
3.25 0.00 341.06 22.20 0.21 ----- ----- 0.38 ----- ----- ----- 0.59
3.33 0.00 341.06 22.20 0.21 ----- ----- 0.36 ----- ----- ----- 0.57
3.42 0.00 341.05 22.19 0.21 ----- ----- 0.34 ----- ----- ----- 0.54
3.50 0.00 341.05 22.19 0.21 ----- ----- 0.31 ----- ----- ----- 0.52
3.58 0.00 341.05 22.18 0.21 ----- ----- 0.29 ----- ----- ----- 0.50
3.67 0.00 341.04 22.18 0.21 ----- ----- 0.27 ----- ----- ----- 0.48
3.75 0.00 341.04 22.17 0.21 ----- ----- 0.25 ----- ----- ----- 0.46
3.83 0.00 341.04 22.17 0.21 ----- ----- 0.24 ----- ----- ----- 0.45
3.92 0.00 341.04 22.16 0.21 ----- ----- 0.22 ----- ----- ----- 0.43
4.00 0.00 341.03 22.16 0.21 ----- ----- 0.20 ----- ----- ----- 0.41
4.08 0.00 341.03 22.15 0.21 ----- ----- 0.19 ----- ----- ----- 0.39
4.17 0.00 341.03 22.15 0.21 ----- ----- 0.17 ----- ----- ----- 0.38
4.25 0.00 341.03 22.14 0.21 ----- ----- 0.15 ----- ----- ----- 0.36
4.33 0.00 341.02 22.14 0.21 ----- ----- 0.14 ----- ----- ----- 0.35
4.42 0.00 341.02 22.14 0.21 ----- ----- 0.13 ----- ----- ----- 0.34
4.50 0.00 341.02 22.13 0.21 ----- ----- 0.11 ----- ----- ----- 0.32
4.58 0.00 341.02 22.13 0.21 ----- ----- 0.10 ----- ----- ----- 0.31
4.67 0.00 341.01 22.13 0.21 ----- ----- 0.09 ----- ----- ----- 0.30
4.75 0.00 341.01 22.12 0.21 - --- ----- 0.08 ----- ----- ----- 0.29
4.83 0.00 341.01 22.12 0.21 ----- ----- 0.07 ----- ----- ----- 0.27
4.92 0.00 341.01 22
12 0
21 ----- ----- 0.05 ----- ----- ----- 0.26
• 5.00 0.00 341.01 .
22.12 .
0.21 ----- ----- 0.04 ----- ----- ----- 0.25
5.08 0.00 341.01 22.11 0.21 ----- ----- 0.03 ----- ----- ----- 0.24
5.17 0.00 341.00 22.11 0.21 ----- ----- 0.02 ----- ----- ----- 0.23
5.25 0.00 341.00 22.11 0.21 ----- ----- 0.02 ----- ----- ----- 0.22
5.33 0.00 341.00 22.11 0.21 ----- ----- 0.01 ----- ----- ----- 0.21
5.42 0.00 341.00 22.10 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
5.50 0.00 341.00 22.10 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
5.58 0.00 341.00 22.10 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
5.67 0.00 341.00 22.10 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
5.75 0.00 340.99 22.09 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
5.83 0.00 340.99 22.09 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
5.92 0.00 340.99 22.09 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.00 0.00 340.99 22.09 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.08 0.00 340.99 22.09 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.17 0.00 340.99 22.08 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.25 0.00 340.99 22.08 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.33 0.00 340.98 22.08 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.42 0.00 340.98 22.08 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.50 0.00 340.98 22.07 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.58 0.00 340.98 22.07 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.67 0.00 340.98 22.07 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.75 0.00 340.98 22.07 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.83 0.00 340.98 22.07 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.92 0.00 340.98 22.06 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.00 0.00 340.97 22.06 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.08 0.00 340.97 22.06 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
• 7.17 0.00 340.97 22.06 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
Continues on next page...
10 YEAR ROUT
Hydrograph Discharge Table
Page 3
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
7.25 0.00 340.97 22.05 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.33 0.00 340.97 22.05 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.42 0.00 340.97 22.05 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.50 0.00 340.97 22.05 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.58 0.00 340.96 22.05 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.67 0.00 340.96 22.04 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.75 0.00 340.96 22.04 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.83 0.00 340.96 22.04 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.92 0.00 340.96 22.04 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.00 0.00 340.96 22.03 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.08 0.00 340.96 22.03 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.17 0.00 340.96 22.03 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.25 0.00 340.95 22.03 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.33 0.00 340.95 22.03 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.42 0.00 340.95 22.02 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.50 0.00 340.95 22.02 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.58 0.00 340.95 22.02 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.67 0.00 340.95 22.02 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.75 0.00 340.95 22.01 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.83 0.00 340.94 22.01 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.92 0.00 340.94 22.01 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.00
9.08 0.00
0.00 340.94
340.94 22.01
22.01 0.21
0.21 ----- -----
----- ----- 0.00
0.00 ----- ----- -----
----- ----- ----- 0.21
0.21
9.17 0.00 340.94 22.00 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.25 0.00 340.94 22.00 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.33 0.00 340.94 22.00 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.42 0.00 340.93 22.00 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.50 0.00 340.93 21.99 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.58 0.00 340.93 21.99 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.67 0.00 340.93 21.99 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.75 0.00 340.93 21.99 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.83 0.00 340.93 21.99 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.92 0.00 340.93 21.98 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.00 0.00 340.93 21.98 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.08 0.00 340.92 21.98 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.17 0.00 340.92 21.98 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.25 0.00 340.92 21.97 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.33 0.00 340.92 21.97 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.42 0.00 340.92 21.97 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.50 0.00 340.92 21.97 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.58 0.00 340.92 21.97 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.67 0.00 340.91 21.96 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.75 0.00 340.91 21.96 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.83 0.00 340.91 21.96 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.92 0.00 340.91 21.96 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.00 0.00 340.91 21.95 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.08 0.00 340.91 21.95 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.17 0.00 340.91 21.95 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
• 11.25 0.00 340.91 21.95 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 4
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
11.33 0.00 340.90 21.95 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.42 0.00 340.90 21.94 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.50 0.00 340.90 21.94 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.58 0.00 340.90 21.94 0.21 ----- ----- ----- ----- ----- ----- 0.21
11.67 0.00 340.90 21.94 0.21 ----- ----- ----- ----- ----- ----- 0.21
11.75 0.00 340.90 21.93 0.21 ----- ----- ----- ----- ----- ----- 0.21
11.83 0.00 340.90 21.93 0.21 ----- ----- ----- ----- ----- ----- 0.21
11.92 0.00 340.89 21.93 0.21 ----- ----- ----- ----- ----- ----- 0.21
12.00 0.00 340.89 21.93 0.21 ----- ----- ----- ----- ----- ----- 0.21
12.08 0.00 340.89 21.93 0.20 ----- ----- ----- ----- ----- ----- 0.20
12.17 0.00 340.89 21.92 0.20 ----- ----- ----- ----- ----- ----- 0.20
12.25 0.00 340.89 21.92 0.20 ----- ----- ----- ----- ----- ----- 0.20
12.33 0.00 340.89 21.92 0.20 ----- ----- ----- ----- ----- ----- 0.20
12.42 0.00 340.89 21.92 0.20 ----- ----- ----- ----- ----- ----- 0.20
12.50 0.00 340.89 21.91 0.20 ----- ----- ----- ----- ----- ----- 0.20
12.58 0.00 340.88 21.91 0.20 ----- ----- ----- ----- ----- ----- 0.20
12.67 0.00 340.88 21.91 0.20 ----- ----- ----- ----- ----- ----- 0.20
12.75 0.00 340.88 21.91 0.20 ----- ----- ----- ----- ----- ----- 0.20
12.83 0.00 340.88 21.91 0.20 ----- ----- ----- ----- ----- ----- 0.20
12.92 0.00 340.88 21.90 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.00 0.00 340.88 21.90 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.08 0.00 340.88 21.90 0.20 - 0.20
•
13.17 0.00 340.87 21.90 0.20 _
___ _____ ===__ _____ _=__= _____
0.20
13.25 0.00 340.87 21.89 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.33 0.00 340.87 21.89 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.42 0.00 340.87 21.89 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.50 0.00 340.87 21.89 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.58 0.00 340.87 21.89 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.67 0.00 340.87 21.88 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.75 0.00 340.87 21.88 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.83 0.00 340.86 21.88 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.92 0.00 340.86 21.88 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.00 0.00 340.86 21.87 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.08 0.00 340.86 21.87 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.17 0.00 340.86 21.87 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.25 0.00 340.86 21.87 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.33 0.00 340.86 21.87 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.42 0.00 340.85 21.86 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.50 0.00 340.85 21.86 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.58 0.00 340.85 21.86 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.67 0.00 340.85 21.86 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.75 0.00 340.85 21.86 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.83 0.00 340.85 21.85 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.92 0.00 340.85 21.85 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.00 0.00 340.85 21.85 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.08 0.00 340.84 21.85 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.17 0.00 340.84 21.84 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.25 0.00 340.84 21.84 0.20 ----- ----- ----- ----- ----- ----- 0.20
• 15.33 0.00 340.84 21.84 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page...
10 YEAR ROUT
Page 5
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
15.42 0.00 340.84 21.84 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.50 0.00 340.84 21.84 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.58 0.00 340.84 21.83 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.67 0.00 340.83 21.83 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.75 0.00 340.83 21.83 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.83 0.00 340.83 21.83 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.92 0.00 340.83 21.82 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.00 0.00 340.83 21.82 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.08 0.00 340.83 21.82 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.17 0.00 340.83 21.82 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.25 0.00 340.83 21.82 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.33 0.00 340.82 21.81 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.42 0.00 340.82 21.81 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.50 0.00 340.82 21.81 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.58 0.00 340.82 21.81 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.67 0.00 340.82 21.80 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.75 0.00 340.82 21.80 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.83 0.00 340.82 21.80 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.92 0.00 340.81 21.80 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.00 0.00 340.81 21.80 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.08 0.00 340.81 21.79 0.20 ----- ----- ----- ----- ----- ----- 0.20
17
17 0
00 81
340 21.79 0.20 0.20
• .
17.25 .
0.00 .
340.81 21.79 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.33 0.00 340.81 21.79 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.42 0.00 340.81 21.78 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.50 0.00 340.81 21.78 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.58 0.00 340.80 21.78 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.67 0.00 340.80 21.78 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.75 0.00 340.80 21.78 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.83 0.00 340.80 21.77 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.92 0.00 340.80 21.77 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.00 0.00 340.80 21.77 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.08 0.00 340.80 21.77 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.17 0.00 340.79 21.76 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.25 0.00 340.79 21.76 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.33 0.00 340.79 21.76 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.42 0.00 340.79 21.76 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.50 0.00 340.79 21.76 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.58 0.00 340.79 21.75 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.67 0.00 340.79 21.75 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.75 0.00 340.79 21.75 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.83 0.00 340.78 21.75 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.92 0.00 340.78 21.75 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.00 0.00 340.78 21.74 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.08 0.00 340.78 21.74 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.17 0.00 340.78 21.74 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.25 0.00 340.78 21.74 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.33 0.00 340.78 21.73 0.20 ----- ----- ----- ----- ----- ----- 0.20
• 19.42 0.00 340.77 21.73 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 6
Time Inflow Elevation Clv A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.50 0.00 340.77 21.73 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.58 0.00 340.77 21.73 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.67 0.00 340.77 21.73 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.75 0.00 340.77 21.72 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.83 0.00 340.77 21.72 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.92 0.00 340.77 21.72 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.00 0.00 340.77 21.72 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.08 0.00 340.76 21.71 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.17 0.00 340.76 21.71 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.25 0.00 340.76 21.71 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.33 0.00 340.76 21.71 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.42 0.00 340.76 21.71 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.50 0.00 340.76 21.70 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.58 0.00 340.76 21.70 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.67 0.00 340.76 21.70 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.75 0.00 340.75 21.70 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.83 0.00 340.75 21.69 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.92 0.00 340.75 21.69 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.00 0.00 340.75 21.69 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.08 0.00 340.75 21.69 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.17 0.00 340.75 21.69 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.25 0.00 340.75 21.68 0.20 --
- 0.20
•
21.33 0.00 340.74 21.68 0.20 =
== __?_
_____ _____ _____ _____ 0.20
21.42 0.00 340.74 21.68 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.50 0.00 340.74 21.68 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.58 0.00 340.74 21.67 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.67 0.00 340.74 21.67 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.75 0.00 340.74 21.67 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.83 0.00 340.74 21.67 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.92 0.00 340.74 21.67 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.00 0.00 340.73 21.66 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.08 0.00 340.73 21.66 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.17 0.00 340.73 21.66 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.25 0.00 340.73 21.66 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.33 0.00 340.73 21.66 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.42 0.00 340.73 21.65 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.50 0.00 340.73 21.65 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.58 0.00 340.72 21.65 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.67 0.00 340.72 21.65 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.75 0.00 340.72 21.64 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.83 0.00 340.72 21.64 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.92 0.00 340.72 21.64 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.00 0.00 340.72 21.64 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.08 0.00 340.72 21.64 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.17 0.00 340.72 21.63 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.25 0.00 340.71 21.63 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.33 0.00 340.71 21.63 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.42 0.00 340.71 21.63 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.50 0.00 340.71 21.62 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 7
Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.58 0.00 340.71 21.62 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.67 0.00 340.71 21.62 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.75 0.00 340.71 21.62 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.83 0.00 340.71 21.62 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.92 0.00 340.70 21.61 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.00 0.00 340.70 21.61 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.08 0.00 340.70 21.61 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.17 0.00 340.70 21.61 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.25 0.00 340.70 21.60 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.33 0.00 340.70 21.60 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.42 0.00 340.70 21.60 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.50 0.00 340.69 21.60 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.58 0.00 340.69 21.60 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.67 0.00 340.69 21.59 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.75 0.00 340.69 21.59 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.83 0.00 340.69 21.59 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.92 0.00 340.69 21.59 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.00 0.00 340.69 21.59 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.08 0.00 340.69 21.58 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.17 0.00 340.68 21.58 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.25 0.00 340.68 21.58 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.33 0.00 340.68 21.58 0.20 -
-
- ---
- --
_- 0.20
•
25.42 0.00 340.68 21.57 0.20 _____ __
_
____
_
_
_____ 0.20
25.50 0.00 340.68 21.57 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.58 0.00 340.68 21.57 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.67 0.00 340.68 21.57 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.75 0.00 340.68 21.57 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.83 0.00 340.67 21.56 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.92 0.00 340.67 21.56 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.00 0.00 340.67 21.56 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.08 0.00 340.67 21.56 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.17 0.00 340.67 21.55 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.25 0.00 340.67 21.55 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.33 0.00 340.67 21.55 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.42 0.00 340.66 21.55 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.50 0.00 340.66 21.55 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.58 0.00 340.66 21.54 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.67 0.00 340.66 21.54 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.75 0.00 340.66 21.54 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.83 0.00 340.66 21.54 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.92 0.00 340.66 21.53 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.00 0.00 340.66 21.53 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.08 0.00 340.65 21.53 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.17 0.00 340.65 21.53 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.25 0.00 340.65 21.53 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.33 0.00 340.65 21.52 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.42 0.00 340.65 21.52 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.50 0.00 340.65 21.52 0.20 ----- ----- ----- ----- ----- ----- 0.20
• 27.58 0.00 340.65 21.52 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page...
10 YEAR ROUT Page 8
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
27.67 0.00 340.65 21.52 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.75 0.00 340.64 21.51 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.83 0.00 340.64 21.51 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.92 0.00 340.64 21.51 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.00 0.00 340.64 21.51 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.08 0.00 340.64 21.50 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.17 0.00 340.64 21.50 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.25 0.00 340.64 21.50 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.33 0.00 340.64 21.50 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.42 0.00 340.63 21.50 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.50 0.00 340.63 21.49 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.58 0.00 340.63 21.49 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.67 0.00 340.63 21.49 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.75 0.00 340.63 21.49 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.83 0.00 340.63 21.48 0.20 - --- ----- ----- ----- ----- ----- 0.20
28.92 0.00 340.63 21.48 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.00 0.00 340.62 21.48 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.08 0.00 340.62 21.48 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.17 0.00 340.62 21.48 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.25 0.00 340.62 21.47 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.33 0.00 340.62 21.47 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.42 0.00 340.62 21.47 0.20 0.20
29.50 0.00 340.62 21.47 0.20 ----- ----- ----- ----- ----- -----
0.20
29.58 0.00 340.62 21.47 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.67 0.00 340.61 21.46 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.75 0.00 340.61 21.46 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.83 0.00 340.61 21.46 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.92 0.00 340.61 21.46 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.00 0.00 340.61 21.45 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.08 0.00 340.61 21.45 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.17 0.00 340.61 21.45 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.25 0.00 340.61 21.45 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.33 0.00 340.60 21.45 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.42 0.00 340.60 21.44 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.50 0.00 340.60 21.44 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.58 0.00 340.60 21.44 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.67 0.00 340.60 21.44 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.75 0.00 340.60 21.43 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.83 0.00 340.60 21.43 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.92 0.00 340.60 21.43 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.00 0.00 340.59 21.43 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.08 0.00 340.59 21.43 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.17 0.00 340.59 21.42 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.25 0.00 340.59 21.42 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.33 0.00 340.59 21.42 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.42 0.00 340.59 21.42 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.50 0.00 340.59 21.42 0.20 ----- ----- ----- ----- ----- ----- 0.20
31 58 0 00 340 56 21 41 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.67 0.00 340.58 21.41 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 9
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
31.75 0.00 340.58 21.41 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.83 0.00 340.58 21.41 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.92 0.00 340.58 21.40 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.00 0.00 340.58 21.40 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.08 0.00 340.58 21.40 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.17 0.00 340.58 21.40 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.25 0.00 340.57 21.40 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.33 0.00 340.57 21.39 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.42 0.00 340.57 21.39 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.50 0.00 340.57 21.39 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.58 0.00 340.57 21.39 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.67 0.00 340.57 21.38 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.75 0.00 340.57 21.38 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.83 0.00 340.57 21.38 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.92 0.00 340.56 21.38 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.00 0.00 340.56 21.38 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.08 0.00 340.56 21.37 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.17 0.00 340.56 21.37 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.25 0.00 340.56 21.37 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.33 0.00 340.56 21.37 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.42 0.00 340.56 21.37 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.50 0.00 340.56 21.36 0.20 ----- ----- ----- ----- ----- ----- 0.20
i 33.58 0.00 340.55 21.36 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.67 0.00 340.55 21.36 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.75 0.00 340.55 21.36 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.83 0.00 340.55 21.35 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.92 0.00 340.55 21.35 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.00 0.00 340.55 21.35 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.08 0.00 340.55 21.35 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.17 0.00 340.55 21.35 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.25 0.00 340.54 21.34 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.33 0.00 340.54 21.34 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.42 0.00 340.54 21.34 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.50 0.00 340.54 21.34 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.58 0.00 340.54 21.34 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.67 0.00 340.54 21.33 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.75 0.00 340.54 21.33 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.83 0.00 340.54 21.33 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.92 0.00 340.53 21.33 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.00 0.00 340.53 21.32 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.08 0.00 340.53 21.32 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.17 0.00 340.53 21.32 0.19 ----- ----- ----- ----- ----- ----- 0.19
35.25 0.00 340.53 21.32 0.19 ----- ----- ----- ----- ----- ----- 0.19
35.33 0.00 340.53 21.32 0.19 ----- ----- ----- ----- ----- ----- 0.19
35.42 0.00 340.53 21.31 0.19 ----- ----- ----- ----- ----- ----- 0.19
35.50 0.00 340.52 21.31 0.19 ----- ----- ----- ----- ----- ----- 0.19
35.58 0.00 340.52 21.31 0.19 ----- ----- ----- ----- ----- ----- 0.19
35.67 0.00 340.52 21.31 0.19 ----- ----- ----- ----- ----- ----- 0.19
35.75 0.00 340.52 21.30 0.19 ----- ----- ----- ----- ----- ----- 0.19
Continues on next page...
10 YEAR ROUT
9 Hydrograph Discharge Table
Page 10
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
35.83 0.00 340.52 21.30 0.19 ----- ----- ----- ----- ----- ----- 0.19
35.92 0.00 340.52 21.30 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.00 0.00 340.52 21.30 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.08 0.00 340.52 21.30 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.17 0.00 340.51 21.29 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.25 0.00 340.51 21.29 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.33 0.00 340.51 21.29 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.42 0.00 340.51 21.29 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.50 0.00 340.51 21.29 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.58 0.00 340.51 21.28 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.67 0.00 340.51 21.28 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.75 0.00 340.51 21.28 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.83 0.00 340.50 21.28 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.92 0.00 340.50 21.27 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.00 0.00 340.50 21.27 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.08 0.00 340.50 21.27 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.17 0.00 340.50 21.27 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.25 0.00 340.50 21.27 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.33 0.00 340.50 21.26 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.42 0.00 340.50 21.26 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.50 0.00 340.49 21.26 0.19 ----- ----- ----- ----- ----- ----- 0.19

. 37.58
37.67 0.00
0.00 340.49
340.49 21.26
21.25 0.19
0.19 ----- ----- ----- ----- ----- -----
----- ----- ----- ----- ----- ----- 0.19
0.19
37.75 0.00 340.49 21.25 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.83 0.00 340.49 21.25 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.92 0.00 340.49 21.25 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.00 0.00 340.49 21.25 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.08 0.00 340.48 21.24 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.17 0.00 340.48 21.24 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.25 0.00 340.48 21.24 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.33 0.00 340.48 21.24 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.42 0.00 340.48 21.23 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.50 0.00 340.48 21.23 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.58 0.00 340.48 21.23 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.67 0.00 340.48 21.23 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.75 0.00 340.47 21.23 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.83 0.00 340.47 21.22 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.92 0.00 340.47 21.22 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.00 0.00 340.47 21.22 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.08 0.00 340.47 21.22 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.17 0.00 340.47 21.21 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.25 0.00 340.47 21.21 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.33 0.00 340.46 21.21 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.42 0.00 340.46 21.21 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.50 0.00 340.46 21.20 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.58 0.00 340.46 21.20 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.67 0.00 340.46 21.20 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.75 0.00 340.46 21.20 0.19 ----- ----- ----- ----- ----- ----- 0.19
• 39.83 0.00 340.46 21.20 0.19 ----- ----- ----- ----- ----- ----- 0.19
Continues on next page...
10 YEAR ROUT Page 11
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
39.92 0.00 340.46 21.19 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.00 0.00 340.45 21.19 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.08 0.00 340.45 21.19 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.17 0.00 340.45 21.19 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.25 0.00 340.45 21.18 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.33 0.00 340.45 21.18 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.42 0.00 340.45 21.18 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.50 0.00 340.45 21.18 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.58 0.00 340.45 21.18 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.67 0.00 340.44 21.17 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.75 0.00 340.44 21.17 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.83 0.00 340.44 21.17 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.92 0.00 340.44 21.17 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.00 0.00 340.44 21.16 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.08 0.00 340.44 21.16 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.17 0.00 340.44 21.16 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.25 0.00 340.43 21.16 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.33 0.00 340.43 21.16 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.42 0.00 340.43 21.15 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.50 0.00 340.43 21.15 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.58 0.00 340.43 21.15 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.67 0.00 340.43 21.15 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.75 0.00 340.43 21.14 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.83 0.00 340.43 21.14 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.92 0.00 340.42 21.14 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.00 0.00 340.42 21.14 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.08 0.00 340.42 21.13 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.17 0.00 340.42 21.13 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.25 0.00 340.42 21.13 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.33 0.00 340.42 21.13 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.42 0.00 340.42 21.13 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.50 0.00 340.41 21.12 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.58 0.00 340.41 21.12 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.67 0.00 340.41 21.12 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.75 0.00 340.41 21.12 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.83 0.00 340.41 21.11 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.92 0.00 340.41 21.11 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.00 0.00 340.41 21.11 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.08 0.00 340.41 21.11 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.17 0.00 340.40 21.11 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.25 0.00 340.40 21.10 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.33 0.00 340.40 21.10 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.42 0.00 340.40 21.10 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.50 0.00 340.40 21.10 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.58 0.00 340.40 21.09 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.67 0.00 340.40 21.09 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.75 0.00 340.40 21.09 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.83 0.00 340.39 21.09 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.92 0.00 340.39 21.09 0.19 ----- ----- ----- ----- ----- ----- 0.19
Continues on next page...
10 YEAR ROUT
49 Hydrograph Discharge Table
Page 12
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
44.00 0.00 340.39 21.08 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.08 0.00 340.39 21.08 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.17 0.00 340.39 21.08 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.25 0.00 340.39 21.08 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.33 0.00 340.39 21.07 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.42 0.00 340.38 21.07 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.50 0.00 340.38 21.07 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.58 0.00 340.38 21.07 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.67 0.00 340.38 21.07 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.75 0.00 340.38 21.06 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.83 0.00 340.38 21.06 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.92 0.00 340.38 21.06 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.00 0.00 340.38 21.06 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.08 0.00 340.37 21.05 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.17 0.00 340.37 21.05 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.25 0.00 340.37 21.05 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.33 0.00 340.37 21.05 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.42 0.00 340.37 21.04 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.50 0.00 340.37 21.04 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.58 0.00 340.37 21.04 0.19 ----- ---- ----- ----- ----- ----- 0.19
45.67 0.00 340.37 21.04 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.75 0.00 340.36 21.04 0.19 ----- ----- ----- ----- ----- ----- 0.19
• 45.83 0.00 340.36 21.03 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.92 0.00 340.36 21.03 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.00 0.00 340.36 21.03 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.08 0.00 340.36 21.03 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.17 0.00 340.36 21.02 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.25 0.00 340.36 21.02 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.33 0.00 340.35 21.02 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.42 0.00 340.35 21.02 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.50 0.00 340.35 21.02 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.58 0.00 340.35 21.01 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.67 0.00 340.35 21.01 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.75 0.00 340.35 21.01 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.83 0.00 340.35 21.01 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.92 0.00 340.35 21.00 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.00 0.00 340.34 21.00 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.08 0.00 340.34 21.00 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.17 0.00 340.34 21.00 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.25 0.00 340.34 21.00 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.33 0.00 340.34 20.99 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.42 0.00 340.34 20.99 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.50 0.00 340.34 20.99 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.58 0.00 340.34 20.99 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.67 0.00 340.33 20.98 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.75 0.00 340.33 20.98 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.83 0.00 340.33 20.98 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.92 0.00 340.33 20.98 0.19 ----- ----- ----- ----- ----- ----- 0.19
. 48.00 0.00 340.33 20.98 0.19 ----- ----- ----- ----- ----- ----- 0.19
Continues on next page...
10 YEAR ROUT Page 13
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
48.08 0.00 340.33 20.97 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.17 0.00 340.33 20.97 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.25 0.00 340.32 20.97 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.33 0.00 340.32 20.97 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.42 0.00 340.32 20.96 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.50 0.00 340.32 20.96 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.58 0.00 340.32 20.96 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.67 0.00 340.32 20.96 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.75 0.00 340.32 20.96 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.83 0.00 340.32 20.95 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.92 0.00 340.31 20.95 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.00 0.00 340.31 20.95 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.08 0.00 340.31 20.95 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.17 0.00 340.31 20.94 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.25 0.00 340.31 20.94 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.33 0.00 340.31 20.94 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.42 0.00 340.31 20.94 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.50 0.00 340.31 20.94 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.58 0.00 340.30 20.93 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.67 0.00 340.30 20.93 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.75 0.00 340.30 20.93 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.83 0.00 340.30 20.93 0.19 ----- ----- ----- ----- ----- ----- 0.19
i 49.92 0.00 340.30 20.92 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.00 0.00 340.30 20.92 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.08 0.00 340.30 20.92 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.17 0.00 340.30 20.92 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.25 0.00 340.29 20.92 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.33 0.00 340.29 20.91 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.42 0.00 340.29 20.91 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.50 0.00 340.29 20.91 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.58 0.00 340.29 20.91 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.67 0.00 340.29 20.90 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.75 0.00 340.29 20.90 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.83 0.00 340.28 20.90 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.92 0.00 340.28 20.90 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.00 0.00 340.28 20.90 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.08 0.00 340.28 20.89 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.17 0.00 340.28 20.89 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.25 0.00 340.28 20.89 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.33 0.00 340.28 20.89 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.42 0.00 340.28 20.88 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.50 0.00 340.27 20.88 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.58 0.00 340.27 20.88 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.67 0.00 340.27 20.88 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.75 0.00 340.27 20.88 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.83 0.00 340.27 20.87 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.92 0.00 340.27 20.87 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.00 0.00 340.27 20.87 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.08 0.00 340.27 20.87 0.19 ----- ----- ----- ----- ----- ----- 0.19
Continues on next page...
10 YEAR ROUT Page 14
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
52.17 0.00 340.26 20.86 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.25 0.00 340.26 20.86 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.33 0.00 340.26 20.86 0.19 ----- ----- ---- ----- ----- ----- 0.19
52.42 0.00 340.26 20.86 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.50 0.00 340.26 20.85 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.58 0.00 340.26 20.85 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.67 0.00 340.26 20.85 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.75 0.00 340.26 20.85 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.83 0.00 340.25 20.85 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.92 0.00 340.25 20.84 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.00 0.00 340.25 20.84 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.08 0.00 340.25 20.84 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.17 0.00 340.25 20.84 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.25 0.00 340.25 20.83 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.33 0.00 340.25 20.83 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.42 0.00 340.24 20.83 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.50 0.00 340.24 20.83 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.58 0.00 340.24 20.83 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.67 0.00 340.24 20.82 0.19 ----- ----- ---- ----- ----- ----- 0.19
53.75 0.00 340.24 20.82 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.83 0.00 340.24 20.82 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.92 0.00 340.24 20.82 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.00 0.00 340.24 20.81 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.08 0.00 340.23 20.81 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.17 0.00 340.23 20.81 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.25 0.00 340.23 20.81 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.33 0.00 340.23 20.81 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.42 0.00 340.23 20.80 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.50 0.00 340.23 20.80 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.58 0.00 340.23 20.80 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.67 0.00 340.23 20.80 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.75 0.00 340.22 20.79 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.83 0.00 340.22 20.79 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.92 0.00 340.22 20.79 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.00 0.00 340.22 20.79 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.08 0.00 340.22 20.79 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.17 0.00 340.22 20.78 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.25 0.00 340.22 20.78 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.33 0.00 340.22 20.78 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.42 0.00 340.21 20.78 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.50 0.00 340.21 20.78 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.58 0.00 340.21 20.77 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.67 0.00 340.21 20.77 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.75 0.00 340.21 20.77 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.83 0.00 340.21 20.77 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.92 0.00 340.21 20.76 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.00 0.00 340.21 20.76 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.08 0.00 340.20 20.76 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.17 0.00 340.20 20.76 0.19 ----- ----- ----- ----- ----- ----- 0.19
Continues on next page...
10 YEAR ROUT
0 Hydrograph Discharge Table
Page 15
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cis ft cfs cfs cis cfs cfs cfs cfs cfs cfs
56.25 0.00 340.20 20.76 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.33 0.00 340.20 20.75 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.42 0.00 340.20 20.75 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.50 0.00 340.20 20.75 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.58 0.00 340.20 20.75 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.67 0.00 340.20 20.74 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.75 0.00 340.19 20.74 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.83 0.00 340.19 20.74 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.92 0.00 340.19 20.74 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.00 0.00 340.19 20.74 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.08 0.00 340.19 20.73 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.17 0.00 340.19 20.73 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.25 0.00 340.19 20.73 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.33 0.00 340.19 20.73 0.18 ----- ----- ----- ----- ----- ----- 0.18
57.42 0.00 340.18 20.72 0.18 ----- ----- ----- ----- ----- ----- 0.18
57.50 0.00 340.18 20.72 0.18 ----- ----- ----- ----- ----- ----- 0.18
57.58 0.00 340.18 20.72 0.18 ----- ----- ----- ----- ----- ----- 0.18
57.67 0.00 340.18 20.72 0.18 ----- ----- ----- ----- ----- ----- 0.18
57.75 0.00 340.18 20.72 0.18 ----- ----- ----- ----- ----- ----- 0.18
57.83 0.00 340.18 20.71 0.18 ----- ----- ----- ----- ----- ----- 0.18
57.92 0.00 340.18 20.71 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.00 0.00 340.17 20.71 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.08 0.00 340.17 20.71 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.17 0.00 340.17 20.70 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.25 0.00 340.17 20.70 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.33 0.00 340.17 20.70 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.42 0.00 340.17 20.70 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.50 0.00 340.17 20.70 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.58 0.00 340.17 20.69 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.67 0.00 340.16 20.69 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.75 0.00 340.16 20.69 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.83 0.00 340.16 20.69 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.92 0.00 340.16 20.68 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.00 0.00 340.16 20.68 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.08 0.00 340.16 20.68 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.17 0.00 340.16 20.68 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.25 0.00 340.16 20.68 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.33 0.00 340.15 20.67 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.42 0.00 340.15 20.67 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.50 0.00 340.15 20.67 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.58 0.00 340.15 20.67 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.67 0.00 340.15 20.66 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.75 0.00 340.15 20.66 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.83 0.00 340.15 20.66 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.92 0.00 340.15 20.66 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.00 0.00 340.14 20.66 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.08 0.00 340.14 20.65 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.17 0.00 340.14 20.65 0.18 ----- ----- ----- ----- ----- ----- 0.18
• 60.25 0.00 340.14 20.65 0.18 ----- ----- ----- ----- ----- ----- 0.18
Continues on next page...
10 YEAR ROUT Page 16
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
60.33 0.00 340.14 20.65 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.42 0.00 340.14 20.64 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.50 0.00 340.14 20.64 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.58 0.00 340.14 20.64 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.67 0.00 340.13 20.64 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.75 0.00 340.13 20.64 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.83 0.00 340.13 20.63 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.92 0.00 340.13 20.63 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.00 0.00 340.13 20.63 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.08 0.00 340.13 20.63 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.17 0.00 340.13 20.62 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.25 0.00 340.13 20.62 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.33 0.00 340.12 20.62 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.42 0.00 340.12 20.62 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.50 0.00 340.12 20.62 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.58 0.00 340.12 20.61 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.67 0.00 340.12 20.61 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.75 0.00 340.12 20.61 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.83 0.00 340.12 20.61 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.92 0.00 340.12 20.60 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.00 0.00 340.11 20.60 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.08 0.00 340.11 20.60 0.18 ----- ----- ----- ----- ----- ----- 0.18
• 62.17 0.00 340.11 20.60 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.25 0.00 340.11 20.60 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.33 0.00 340.11 20.59 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.42 0.00 340.11 20.59 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.50 0.00 340.11 20.59 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.58 0.00 340.11 20.59 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.67 0.00 340.10 20.59 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.75 0.00 340.10 20.58 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.83 0.00 340.10 20.58 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.92 0.00 340.10 20.58 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.00 0.00 340.10 20.58 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.08 0.00 340.10 20.57 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.17 0.00 340.10 20.57 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.25 0.00 340.10 20.57 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.33 0.00 340.09 20.57 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.42 0.00 340.09 20.57 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.50 0.00 340.09 20.56 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.58 0.00 340.09 20.56 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.67 0.00 340.09 20.56 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.75 0.00 340.09 20.56 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.83 0.00 340.09 20.55 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.92 0.00 340.09 20.55 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.00 0.00 340.08 20.55 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.08 0.00 340.08 20.55 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.17 0.00 340.08 20.55 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.25 0.00 340.08 20.54 0.18 ----- ----- ----- ----- ----- ----- 0.18
• 64.33 0.00 340.08 20.54 0.18 ----- ----- ----- ----- ----- ----- 0.18
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 17
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
64.42 0.00 340.08 20.54 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.50 0.00 340.08 20.54 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.58 0.00 340.08 20.53 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.67 0.00 340.07 20.53 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.75 0.00 340.07 20.53 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.83 0.00 340.07 20.53 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.92 0.00 340.07 20.53 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.00 0.00 340.07 20.52 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.08 0.00 340.07 20.52 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.17 0.00 340.07 20.52 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.25 0.00 340.07 20.52 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.33 0.00 340.06 20.51 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.42 0.00 340.06 20.51 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.50 0.00 340.06 20.51 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.58 0.00 340.06 20.51 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.67 0.00 340.06 20.51 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.75 0.00 340.06 20.50 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.83 0.00 340.06 20.50 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.92 0.00 340.06 20.50 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.00 0.00 340.05 20.50 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.08 0.00 340.05 20.49 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.17 0.00 340.05 20.49 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.25 0.00 340.05 20.49 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.33 0.00 340.05 20.49 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.42 0.00 340.05 20.49 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.50 0.00 340.05 20.48 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.58 0.00 340.05 20.48 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.67 0.00 340.04 20.48 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.75 0.00 340.04 20.48 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.83 0.00 340.04 20.48 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.92 0.00 340.04 20.47 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.00 0.00 340.04 20.47 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.08 0.00 340.04 20.47 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.17 0.00 340.04 20.47 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.25 0.00 340.04 20.46 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.33 0.00 340.03 20.46 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.42 0.00 340.03 20.46 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.50 0.00 340.03 20.46 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.58 0.00 340.03 20.46 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.67 0.00 340.03 20.45 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.75 0.00 340.03 20.45 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.83 0.00 340.03 20.45 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.92 0.00 340.03 20.45 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.00 0.00 340.02 20.44 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.08 0.00 340.02 20.44 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.17 0.00 340.02 20.44 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.25 0.00 340.02 20.44 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.33 0.00 340.02 20.44 0.18 ----- ----- ----- ----- ----- ----- 0.18
. 68.42 0.00 340.02 20.43 0.18 ----- ----- ----- ----- ----- ----- 0.18
Continues on next page...
10 YEAR ROUT Page 18
. Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
68.50 0.00 340.02 20.43 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.58 0.00 340.02 20.43 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.67 0.00 340.02 20.43 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.75 0.00 340.01 20.43 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.83 0.00 340.01 20.42 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.92 0.00 340.01 20.42 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.00 0.00 340.01 20.42 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.08 0.00 340.01 20.42 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.17 0.00 340.01 20.41 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.25 0.00 340.01 20.41 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.33 0.00 340.01 20.41 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.42 0.00 340.00 20.41 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.50 0.00 340.00 20.41 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.58 0.00 340.00 20.40 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.67 0.00 340.00 20.40 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.75 0.00 340.00 20.40 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.83 0.00 340.00 20.40 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.92 0.00 340.00 20.39 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.00 0.00 340.00 20.39 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.08 0.00 339.99 20.39 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.17 0.00 339.99 20.39 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.25 0.00 339.99 20.39 0.18 0.18
70.33 0.00 339.99 20.38 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.42 0.00 339.99 20.38 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.50 0.00 339.99 20.38 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.58 0.00 339.99 20.38 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.67 0.00 339.99 20.37 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.75 0.00 339.98 20.37 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.83 0.00 339.98 20.37 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.92 0.00 339.98 20.37 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.00 0.00 339.98 20.37 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.08 0.00 339.98 20.36 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.17 0.00 339.98 20.36 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.25 0.00 339.98 20.36 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.33 0.00 339.98 20.36 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.42 0.00 339.97 20.36 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.50 0.00 339.97 20.35 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.58 0.00 339.97 20.35 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.67 0.00 339.97 20.35 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.75 0.00 339.97 20.35 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.83 0.00 339.97 20.34 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.92 0.00 339.97 20.34 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.00 0.00 339.97 20.34 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.08 0.00 339.96 20.34 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.17 0.00 339.96 20.34 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.25 0.00 339.96 20.33 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.33 0.00 339.96 20.33 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.42 0.00 339.96 20.33 0.18 ----- ----- ----- ----- ----- ----- 0.18
• 72.50 0.00 339.96 20.33 0.18 ----- ----- ----- ----- ----- ----- 0.18
Continues on next page...
10 YEAR ROUT Page 19
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
72.58 0.00 339.96 20.32 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.67 0.00 339.96 20.32 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.75 0.00 339.95 20.32 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.83 0.00 339.95 20.32 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.92 0.00 339.95 20.32 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.00 0.00 339.95 20.31 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.08 0.00 339.95 20.31 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.17 0.00 339.95 20.31 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.25 0.00 339.95 20.31 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.33 0.00 339.95 20.31 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.42 0.00 339.95 20.30 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.50 0.00 339.94 20.30 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.58 0.00 339.94 20.30 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.67 0.00 339.94 20.30 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.75 0.00 339.94 20.29 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.83 0.00 339.94 20.29 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.92 0.00 339.94 20.29 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.00 0.00 339.94 20.29 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.08 0.00 339.94 20.29 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.17 0.00 339.93 20.28 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.25 0.00 339.93 20.28 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.33 0.00 339.93 20.28 0.18 -
-
-
-
-- 0.18
•
74.42 0.00 339.93 20.28 0.18 =
_=_ _=
__ ____
_____ _
___ __= 0.18
74.50 0.00 339.93 20.27 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.58 0.00 339.93 20.27 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.67 0.00 339.93 20.27 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.75 0.00 339.93 20.27 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.83 0.00 339.92 20.27 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.92 0.00 339.92 20.26 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.00 0.00 339.92 20.26 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.08 0.00 339.92 20.26 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.17 0.00 339.92 20.26 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.25 0.00 339.92 20.26 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.33 0.00 339.92 20.25 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.42 0.00 339.92 20.25 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.50 0.00 339.91 20.25 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.58 0.00 339.91 20.25 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.67 0.00 339.91 20.24 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.75 0.00 339.91 20.24 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.83 0.00 339.91 20.24 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.92 0.00 339.91 20.24 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.00 0.00 339.91 20.24 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.08 0.00 339.91 20.23 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.17 0.00 339.91 20.23 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.25 0.00 339.90 20.23 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.33 0.00 339.90 20.23 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.42 0.00 339.90 20.23 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.50 0.00 339.90 20.22 0.18 ----- ----- ----- ----- ----- ----- 0.18
. 76.58 0.00 339.90 20.22 0.18 ----- ----- ----- ----- ----- ----- 0.18
Continues on next page..
10 YEAR ROUT Page 20
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
76.67 0.00 339.90 20.22 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.75 0.00 339.90 20.22 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.83 0.00 339.90 20.21 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.92 0.00 339.89 20.21 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.00 0.00 339.89 20.21 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.08 0.00 339.89 20.21 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.17 0.00 339.89 20.21 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.25 0.00 339.89 20.20 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.33 0.00 339.89 20.20 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.42 0.00 339.89 20.20 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.50 0.00 339.89 20.20 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.58 0.00 339.88 20.19 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.67 0.00 339.88 20.19 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.75 0.00 339.88 20.19 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.83 0.00 339.88 20.19 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.92 0.00 339.88 20.19 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.00 0.00 339.88 20.18 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.08 0.00 339.88 20.18 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.17 0.00 339.88 20.18 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.25 0.00 339.87 20.18 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.33 0.00 339.87 20.18 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.42 0.00 339.87 20.17 0.18 0.18
78.50 0.00 339.87 20.17 0.18 ----- ----- ----- ----- ----- -----
0.18
78.58 0.00 339.87 20.17 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.67 0.00 339.87 20.17 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.75 0.00 339.87 20.16 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.83 0.00 339.87 20.16 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.92 0.00 339.87 20.16 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.00 0.00 339.86 20.16 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.08 0.00 339.86 20.16 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.17 0.00 339.86 20.15 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.25 0.00 339.86 20.15 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.33 0.00 339.86 20.15 0.17 ----- ----- ----- ----- ----- ----- 0.17
79.42 0.00 339.86 20.15 0.17 ----- ----- ----- ----- ----- ----- 0.17
79.50 0.00 339.86 20.15 0.17 ----- ----- ----- ----- ----- ----- 0.17
79.58 0.00 339.86 20.14 0.17 ----- ----- ----- ----- ----- ----- 0.17
79.67 0.00 339.85 20.14 0.17 ----- ----- ----- ----- ----- ----- 0.17
79.75 0.00 339.85 20.14 0.17 ----- ----- ----- ----- ----- ----- 0.17
79.83 0.00 339.85 20.14 0.17 ----- ----- ----- ----- ----- ----- 0.17
79.92 0.00 339.85 20.13 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.00 0.00 339.85 20.13 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.08 0.00 339.85 20.13 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.17 0.00 339.85 20.13 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.25 0.00 339.85 20.13 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.33 0.00 339.85 20.12 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.42 0.00 339.84 20.12 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.50 0.00 339.84 20.12 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.58 0.00 339.84 20.12 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 80.67 0.00 339.84 20.12 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 21
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
80.75 0.00 339.84 20.11 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.83 0.00 339.84 20.11 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.92 0.00 339.84 20.11 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.00 0.00 339.84 20.11 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.08 0.00 339.83 20.10 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.17 0.00 339.83 20.10 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.25 0.00 339.83 20.10 0.17 ----- ----- ---- ----- ----- ----- 0.17
81.33 0.00 339.83 20.10 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.42 0.00 339.83 20.10 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.50 0.00 339.83 20.09 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.58 0.00 339.83 20.09 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.67 0.00 339.83 20.09 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.75 0.00 339.82 20.09 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.83 0.00 339.82 20.09 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.92 0.00 339.82 20.08 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.00 0.00 339.82 20.08 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.08 0.00 339.82 20.08 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.17 0.00 339.82 20.08 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.25 0.00 339.82 20.07 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.33 0.00 339.82 20.07 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.42 0.00 339.82 20.07 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 82.50
82.58 0.00
0.00 339.81
339.81 20.07
20.07 0.17
0.17 ----- ----- ----- ----- ----- ----- 0.17
0.17
82.67 0.00 339.81 20.06 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.75 0.00 339.81 20.06 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.83 0.00 339.81 20.06 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.92 0.00 339.81 20.06 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.00 0.00 339.81 20.06 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.08 0.00 339.81 20.05 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.17 0.00 339.80 20.05 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.25 0.00 339.80 20.05 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.33 0.00 339.80 20.05 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.42 0.00 339.80 20.04 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.50 0.00 339.80 20.04 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.58 0.00 339.80 20.04 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.67 0.00 339.80 20.04 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.75 0.00 339.80 20.04 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.83 0.00 339.79 20.03 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.92 0.00 339.79 20.03 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.00 0.00 339.79 20.03 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.08 0.00 339.79 20.03 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.17 0.00 339.79 20.03 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.25 0.00 339.79 20.02 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.33 0.00 339.79 20.02 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.42 0.00 339.79 20.02 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.50 0.00 339.79 20.02 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.58 0.00 339.78 20.01 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.67 0.00 339.78 20.01 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.75 0.00 339.78 20.01 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
10 YEAR ROUT
0 Hydrograph Discharge Table
Page 22
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
84.83 0.00 339.78 20.01 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.92 0.00 339.78 20.01 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.00 0.00 339.78 20.00 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.08 0.00 339.78 20.00 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.17 0.00 339.78 20.00 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.25 0.00 339.77 20.00 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.33 0.00 339.77 20.00 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.42 0.00 339.77 19.99 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.50 0.00 339.77 19.99 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.58 0.00 339.77 19.99 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.67 0.00 339.77 19.99 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.75 0.00 339.77 19.98 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.83 0.00 339.77 19.98 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.92 0.00 339.77 19.98 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.00 0.00 339.76 19.98 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.08 0.00 339.76 19.98 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.17 0.00 339.76 19.97 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.25 0.00 339.76 19.97 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.33 0.00 339.76 19.97 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.42 0.00 339.76 19.97 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.50 0.00 339.76 19.97 0.17 ----- ----- ----- ----- ----- ----- 0.17

• 86.58
86.67 0.00
0.00 339.76
339.75 19.96
19.96 0.17
0.17 ----- ----- ----- ----- -----
----- ----- ----- ----- ----- ----- 0.17
----- 0.17
86.75 0.00 339.75 19.96 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.83 0.00 339.75 19.96 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.92 0.00 339.75 19.95 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.00 0.00 339.75 19.95 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.08 0.00 339.75 19.95 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.17 0.00 339.75 19.95 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.25 0.00 339.75 19.95 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.33 0.00 339.75 19.94 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.42 0.00 339.74 19.94 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.50 0.00 339.74 19.94 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.58 0.00 339.74 19.94 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.67 0.00 339.74 19.94 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.75 0.00 339.74 19.93 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.83 0.00 339.74 19.93 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.92 0.00 339.74 19.93 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.00 0.00 339.74 19.93 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.08 0.00 339.73 19.92 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.17 0.00 339.73 19.92 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.25 0.00 339.73 19.92 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.33 0.00 339.73 19.92 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.42 0.00 339.73 19.92 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.50 0.00 339.73 19.91 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.58 0.00 339.73 19.91 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.67 0.00 339.73 19.91 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.75 0.00 339.73 19.91 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.83 0.00 339.72 19.91 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
10 YEAR ROUT
0 Hydrograph Discharge Table
Page 23
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
88.92 0.00 339.72 19.90 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.00 0.00 339.72 19.90 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.08 0.00 339.72 19.90 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.17 0.00 339.72 19.90 0.17
----- ----- ----- ----- -----
-----
0.17
89.25 0.00 339.72 19.89 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.33 0.00 339.72 19.89 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.42 0.00 339.72 19.89 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.50 0.00 339.71 19.89 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.58 0.00 339.71 19.89 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.67 0.00 339.71 19.88 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.75 0.00 339.71 19.88 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.83 0.00 339.71 19.88 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.92 0.00 339.71 19.88 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.00 0.00 339.71 19.88 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.08 0.00 339.71 19.87 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.17 0.00 339.71 19.87 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.25 0.00 339.70 19.87 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.33 0.00 339.70 19.87 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.42 0.00 339.70 19.87 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.50 0.00 339.70 19.86 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.58 0.00 339.70 19.86 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.67 0.00 339.70 19.86 0.17 0.17
•
90.75 0.00 339.70 19.86 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.83 0.00 339.70 19.85 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.92 0.00 339.70 19.85 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.00 0.00 339.69 19.85 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.08 0.00 339.69 19.85 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.17 0.00 339.69 19.85 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.25 0.00 339.69 19.84 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.33 0.00 339.69 19.84 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.42 0.00 339.69 19.84 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.50 0.00 339.69 19.84 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.58 0.00 339.69 19.84 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.67 0.00 339.68 19.83 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.75 0.00 339.68 19.83 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.83 0.00 339.68 19.83 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.92 0.00 339.68 19.83 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.00 0.00 339.68 19.82 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.08 0.00 339.68 19.82 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.17 0.00 339.68 19.82 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.25 0.00 339.68 19.82 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.33 0.00 339.68 19.82 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.42 0.00 339.67 19.81 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.50 0.00 339.67 19.81 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.58 0.00 339.67 19.81 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.67 0.00 339.67 19.81 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.75 0.00 339.67 19.81 0.17 ----- ----- ----- ----- ----- ----- 0.17
99 R3 n on 339 R7 19A0 n_17 ----- ----- ----- ----- ----- ----- 0.17
92.92 0.00 339.67 19.80 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
10 YEAR ROUT Page 24
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
93.00 0.00 339.67 19.80 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.08 0.00 339.67 19.80 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.17 0.00 339.66 19.80 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.25 0.00 339.66 19.79 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.33 0.00 339.66 19.79 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.42 0.00 339.66 19.79 0.17
----- ----- ----- ----- -----
-----
0.17
93.50 0.00 339.66 19.79 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.58 0.00 339.66 19.78 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.67 0.00 339.66 19.78 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.75 0.00 339.66 19.78 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.83 0.00 339.65 19.78 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.92 0.00 339.65 19.78 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.00 0.00 339.65 19.77 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.08 0.00 339.65 19.77 0.17
----- ----- ----- -----
----- -----
0.17
94.17 0.00 339.65 19.77 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.25 0.00 339.65 19.77 0.17
----- ----- ----- -----
----- -----
0.17
94.33 0.00 339.65 19.77 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.42 0.00 339.65 19.76 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.50 0.00 339.65 19.76 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.58 0.00 339.64 19.76 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.67 0.00 339.64 19.76 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.75 0.00 339.64 19.76 0.17 0.17
•
94.83 0.00 339.64 19.75 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.92 0.00 339.64 19.75 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.00 0.00 339.64 19.75 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.08 0.00 339.64 19.75 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.17 0.00 339.64 19.74 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.25 0.00 339.64 19.74 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.33 0.00 339.63 19.74 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.42 0.00 339.63 19.74 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.50 0.00 339.63 19.74 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.58 0.00 339.63 19.73 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.67 0.00 339.63 19.73 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.75 0.00 339.63 19.73 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.83 0.00 339.63 19.73 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.92 0.00 339.63 19.73 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.00 0.00 339.62 19.72 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.08 0.00 339.62 19.72 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.17 0.00 339.62 19.72 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.25 0.00 339.62 19.72 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.33 0.00 339.62 19.72 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.42 0.00 339.62 19.71 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.50 0.00 339.62 19.71 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.58 0.00 339.62 19.71 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.67 0.00 339.62 19.71 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.75 0.00 339.61 19.70 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.83 0.00 339.61 19.70 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.92 0.00 339.61 19.70 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.00 0.00 339.61 19.70 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
10 YEAR ROUT
0 Hydrograph Discharge Table
Page 25
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
97.08 0.00 339.61 19.70 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.17 0.00 339.61 19.69 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.25 0.00 339.61 19.69 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.33 0.00 339.61 19.69 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.42 0.00 339.61 19.69 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.50 0.00 339.60 19.69 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.58 0.00 339.60 19.68 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.67 0.00 339.60 19.68 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.75 0.00 339.60 19.68 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.83 0.00 339.60 19.68 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.92 0.00 339.60 19.68 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.00 0.00 339.60 19.67 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.08 0.00 339.60 19.67 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.17 0.00 339.59 19.67 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.25 0.00 339.59 19.67 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.33 0.00 339.59 19.66 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.42 0.00 339.59 19.66 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.50 0.00 339.59 19.66 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.58 0.00 339.59 19.66 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.67 0.00 339.59 19.66 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.75 0.00 339.59 19.65 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.83 0.00 339.59 19.65 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 98.92 0.00 339.58 19.65 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.00 0.00 339.58 19.65 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.08 0.00 339.58 19.65 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.17 0.00 339.58 19.64 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.25 0.00 339.58 19.64 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.33 0.00 339.58 19.64 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.42 0.00 339.58 19.64 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.50 0.00 339.58 19.64 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.58 0.00 339.58 19.63 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.67 0.00 339.57 19.63 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.75 0.00 339.57 19.63 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.83 0.00 339.57 19.63 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.92 0.00 339.57 19.62 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.00 0.00 339.57 19.62 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.08 0.00 339.57 19.62 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.17 0.00 339.57 19.62 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.25 0.00 339.57 19.62 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.33 0.00 339.57 19.61 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.42 0.00 339.56 19.61 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.50 0.00 339.56 19.61 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.58 0.00 339.56 19.61 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.67 0.00 339.56 19.61 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.75 0.00 339.56 19.60 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.83 0.00 339.56 19.60 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.92 0.00 339.56 19.60 0.17 ----- ----- ----- ----- ----- ----- 0.17
101.00 0.00 339.56 19.60 0.17 ----- ----- ----- ----- ----- ----- 0.17
. 101.08 0.00 339.56 19.60 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
10 YEAR ROUT
40 Hydrograph Discharge Table
Page 26
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
101.17 0.00 339.55 19.59 0.17 ----- ----- ----- ----- ----- ----- 0.17
101.25 0.00 339.55 19.59 0.17 ----- ----- ----- ----- ----- ----- 0.17
101.33 0.00 339.55 19.59 0.17 ----- ----- ----- ----- ----- ----- 0.17
101.42 0.00 339.55 19.59 0.16 ----- ----- ----- ----- ----- ----- 0.16
101.50 0.00 339.55 19.59 0.16 ----- ----- ----- ----- ----- ----- 0.16
101.58 0.00 339.55 19.58 0.16 ----- ----- ----- ----- ----- ----- 0.16
101.67 0.00 339.55 19.58 0.16 ----- ----- ----- ----- ----- ----- 0.16
101.75 0.00 339.55 19.58 0.16 ----- ----- ----- ----- ----- ----- 0.16
101.83 0.00 339.54 19.58 0.16 ----- ----- ----- ----- ----- ----- 0.16
101.92 0.00 339.54 19.57 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.00 0.00 339.54 19.57 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.08 0.00 339.54 19.57 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.17 0.00 339.54 19.57 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.25 0.00 339.54 19.57 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.33 0.00 339.54 19.56 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.42 0.00 339.54 19.56 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.50 0.00 339.54 19.56 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.58 0.00 339.53 19.56 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.67 0.00 339.53 19.56 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.75 0.00 339.53 19.55 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.83 0.00 339.53 19.55 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.92 0.00 339.53 19.55 0.16 --___ -_-=- ---=_ _-_-_ ___-- _--__ 0.16
.
103.00 0.00 339.53 19.55 0.16 0.16
103.08 0.00 339.53 19.55 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.17 0.00 339.53 19.54 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.25 0.00 339.53 19.54 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.33 0.00 339.52 19.54 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.42 0.00 339.52 19.54 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.50 0.00 339.52 19.54 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.58 0.00 339.52 19.53 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.67 0.00 339.52 19.53 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.75 0.00 339.52 19.53 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.83 0.00 339.52 19.53 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.92 0.00 339.52 19.52 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.00 0.00 339.52 19.52 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.08 0.00 339.51 19.52 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.17 0.00 339.51 19.52 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.25 0.00 339.51 19.52 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.33 0.00 339.51 19.51 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.42 0.00 339.51 19.51 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.50 0.00 339.51 19.51 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.58 0.00 339.51 19.51 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.67 0.00 339.51 19.51 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.75 0.00 339.51 19.50 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.83 0.00 339.50 19.50 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.92 0.00 339.50 19.50 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.00 0.00 339.50 19.50 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.08 0.00 339.50 19.50 0.16 ----- ----- ----- ----- ----- ----- 0.16
• 105.17 0.00 339.50 19.49 0.16 ----- ----- ----- ----- ----- ----- 0.16
Continues on next page...
10 YEAR ROUT
Page 27
. Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
105.25 0.00 339.50 19.49 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.33 0.00 339.50 19.49 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.42 0.00 339.50 19.49 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.50 0.00 339.49 19.48 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.58 0.00 339.49 19.48 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.67 0.00 339.49 19.48 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.75 0.00 339.49 19.48 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.83 0.00 339.49 19.47 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.92 0.00 339.49 19.47 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.00 0.00 339.49 19.47 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.08 0.00 339.49 19.47 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.17 0.00 339.48 19.47 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.25 0.00 339.48 19.46 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.33 0.00 339.48 19.46 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.42 0.00 339.48 19.46 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.50 0.00 339.48 19.46 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.58 0.00 339.48 19.45 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.67 0.00 339.48 19.45 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.75 0.00 339.48 19.45 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.83 0.00 339.47 19.45 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.92 0.00 339.47 19.44 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.00 0.00 339
47 19.44 0.16 ----- ----- ----- ----- ----- ----- 0.16
• 107.08 0.00 .
339.47 19.44 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.17 0.00 339.47 19.44 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.25 0.00 339.47 19.43 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.33 0.00 339.47 19.43 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.42 0.00 339.47 19.43 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.50 0.00 339.46 19.43 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.58 0.00 339.46 19.43 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.67 0.00 339.46 19.42 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.75 0.00 339.46 19.42 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.83 0.00 339.46 19.42 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.92 0.00 339.46 19.42 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.00 0.00 339.46 19.41 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.08 0.00 339.46 19.41 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.17 0.00 339.45 19.41 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.25 0.00 339.45 19.41 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.33 0.00 339.45 19.40 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.42 0.00 339.45 19.40 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.50 0.00 339.45 19.40 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.58 0.00 339.45 19.40 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.67 0.00 339.45 19.40 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.75 0.00 339.45 19.39 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.83 0.00 339.44 19.39 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.92 0.00 339.44 19.39 0.16 -- -- ----- ----- ----- ----- ----- 0.16
109.00 0.00 339.44 19.39 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.08 0.00 339.44 19.38 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.17 0.00 339.44 19.38 0.16 ----- ----- ----- ----- ----- ----- 0.16
• 109.25 0.00 339.44 19.38 0.16 ----- ----- ----- ----- ----- ----- 0.16
Continues on next page...
10 YEAR ROUT
0 Hydrograph Discharge Table
Page 28
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
109.33 0.00 339.44 19.38 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.42 0.00 339.44 19.37 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.50 0.00 339.43 19.37 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.58 0.00 339.43 19.37 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.67 0.00 339.43 19.37 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.75 0.00 339.43 19.36 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.83 0.00 339.43 19.36 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.92 0,00 339.43 19.36 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.00 0.00 339.43 19.36 0.16 ----- ----- ----- ----- ----- 0.16
110.08 0.00 339.43 19.36 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.17 0.00 339.42 19.35 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.25 0.00 339.42 19.35 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.33 0.00 339.42 19.35 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.42 0.00 339.42 19.35 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.50 0.00 339.42 19.34 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.58 0.00 339.42 19.34 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.67 0.00 339.42 19.34 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.75 0.00 339.42 19.34 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.83 0.00 339.41 19.33 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.92 0.00 339.41 19.33 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.00 0.00 339.41 19.33 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.08 0.00 339.41 19.33 0.16 -
-
-
- 0.16
.
111.17 0.00 339.41 19.33 0.16 _____ _
___
____ _
___ _____ _=__ 0.16
111.25 0.00 339.41 19.32 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.33 0.00 339.41 19.32 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.42 0.00 339.41 19.32 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.50 0.00 339.40 19.32 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.58 0.00 339.40 19.31 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.67 0.00 339.40 19.31 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.75 0.00 339.40 19.31 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.83 0.00 339.40 19.31 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.92 0.00 339.40 19.30 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.00 0.00 339.40 19.30 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.08 0.00 339.40 19.30 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.17 0.00 339.40 19.30 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.25 0.00 339.39 19.30 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.33 0.00 339.39 19.29 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.42 0.00 339.39 19.29 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.50 0.00 339.39 19.29 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.58 0.00 339.39 19.29 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.67 0.00 339.39 19.28 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.75 0.00 339.39 19.28 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.83 0.00 339.39 19.28 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.92 0.00 339.38 19.28 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.00 0.00 339.38 19.27 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.08 0.00 339.38 19.27 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.17 0.00 339.38 19.27 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.25 0.00 339.38 19.27 0.16 ----- ----- ----- ----- ----- ----- 0.16
. 113.33 0.00 339.38 19.27 0.16 ----- ----- ----- ----- ----- ----- 0.16
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 29
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
113.42 0.00 339.38 19.26 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.50 0.00 339.38 19.26 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.58 0.00 339.37 19.26 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.67 0.00 339.37 19.26 0.16
----- ----- ----- -----
----- -----
0.16
113.75 0.00 339.37 19.25 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.83 0.00 339.37 19.25 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.92 0.00 339.37 19.25 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.00 0.00 339.37 19.25 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.08 0.00 339.37 19.24 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.17 0.00 339.37 19.24 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.25 0.00 339.36 19.24 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.33 0.00 339.36 19.24 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.42 0.00 339.36 19.24 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.50 0.00 339.36 19.23 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.58 0.00 339.36 19.23 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.67 0.00 339.36 19.23 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.75 0.00 339.36 19.23 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.83 0.00 339.36 19.22 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.92 0.00 339.35 19.22 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.00 0.00 339.35 19.22 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.08 0.00 339.35 19.22 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.17 0.00 339.35 19.21 0.16 ____ _____ 0.16
•
115.25 0.00 339.35 19.21 0.16 __?_: __?__ _____ :_?__ = 0.16
115.33 0.00 339.35 19.21 0.16
----- ----- ----- -----
----- -----
0.16
115.42 0.00 339.35 19.21 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.50 0.00 339.35 19.21 0.16
----- ----- ----- -----
----- -----
0.16
115.58 0.00 339.34 19.20 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.67 0.00 339.34 19.20 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.75 0.00 339.34 19.20 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.83 0.00 339.34 19.20 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.92 0.00 339.34 19.19 0.16
----- ----- ----- -----
----- -----
0.16
116.00 0.00 339.34 19.19 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.08 0.00 339.34 19.19 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.17 0.00 339.34 19.19 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.25 0.00 339.33 19.18 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.33 0.00 339.33 19.18 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.42 0,00 339.33 19.18 0.16
----- ----- ----- -----
----- -----
0.16
116.50 0.00 339.33 19.18 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.58 0.00 339.33 19.18 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.67 0.00 339.33 19.17 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.75 0.00 339.33 19.17 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.83 0.00 339.33 19.17 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.92 0.00 339.33 19.17 0.16 ----- ----- ----- ----- ----- ----- 0.16
117.00 0.00 339.32 19.16 0.16 ----- ----- ----- ----- ----- ----- 0.16
117.08 0.00 339.32 19.16 0.16 ----- ----- ----- ----- ----- ----- 0.16
117.17 0.00 339.32 19.16 0.16
----- ----- ----- -----
----- -----
0.16
117.25 0.00 339.32 19.16 0.16 ----- ----- ----- ----- ----- ----- 0.16
117.33 0.00 339.32 19.15 0.16
----- ----- ----- -----
----- -----
0.16
•
117.42
0.00
339.32
19.15
0.16 ---- ----- ----- -----
----- ----- - 0.16
Continues on next page...

10 YEAR ROUT
0 Hydrograph Discharge Table
Time Inflow Elevation
(hrs) cfs ft
117.50 0.00 339.32
117.58 0.00 339.32
117.67 0.00 339.31
117.75 0.00 339.31
117.83 0.00 339.31
117.92 0.00 339.31
118.00 0.00 339.31
118.08 0.00 339.31
118.17 0.00 339.31
118.25 0.00 339.31
118.33 0.00 339.30
118.42 0.00 339.30
118.50 0.00 339.30
118.58 0.00 339.30
118.67 0.00 339.30
118.75 0.00 339.30
118.83 0.00 339.30
118.92 0.00 339.30
119.00 0.00 339.29
119.08 0.00 339.29
119.17 0.00 339.29
119.25 0.00 339.29
119.33 0.00 339.29
119.42 0.00 339.29
119.50 0.00 339.29
119.58 0.00 339.29
119.67 0.00 339.29
119.75 0.00 339.28
119.83 0.00 339.28
119.92 0.00 339.28
120.00 0.00 339.28
... End
Page 30
Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.15 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.15 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.15 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.14 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.14 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.14 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.14 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.13 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.13 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.13 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.13 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.12 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.12 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.12 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.12 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.12 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.11 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.11 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.11 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.11 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.10 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.10 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.10 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.10 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.10 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.09 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.09 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.09 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.09 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.08 0.16 ----- ----- ----- ----- ----- ----- 0.16
19.08 0.16 ----- ----- ----- ----- ----- ----- 0.16
0
Hydrograph Report
Page 1
English
Hyd. No. 6
100 YEAR ROUT
Hydrograph type = Reservoir Peak discharge = 15.77 cfs
Storm frequency = 25 yrs Time interval = 5 min
Inflow hyd. No. = 3 Reservoir name = POND C
Max. Elevation = 341.86 ft Max. Storage = 297,018 cuft
Storage Indication method used. Total Volume = 145,203 ouft
Hydrograph Discharge T able
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.42 118.00 << 339.50 19.50 0.16 ----- ----- ----- ----- ----- ----- 0.16
0.50 101.00 340.25 20.84 0.19 ----- ----- ----- ----- ----- ----- 0.19
0.58 69.00 340.82 21.80 0.20 ----- ----- ----- ----- ----- ----- 0.20
0.67 53.00 341.21 22.44 0.21 ----- ----- 1.88 ----- ----- ----- 2.09
0.75 45.00 341.50 22.91 0.22 ----- ----- 6.88 ----- ----- ----- 7.10
0.83 34.00 341.69 23.20 0.23 ----- ----- 11.14 ----- ----- ----- 11.37
0.92 26.00 341.80 23.37 0.23 ----- ----- 13.85 ----- ----- ----- 14.08
1.00 20.00 341.85 23.45 0.23 ----- ----- 15.23 ----- ----- ----- 15.46
1.08 15.00 341.86 << 23.47 0.23 ----- ----- 15.54 ----- ----- ----- 15.77 <<
• 1.17 11.00 341.84 23.44 0.23 ----- ----- 15.11 ----- ----- ----- 15.34
1.25 8.00 341.81 23.39 0.23 ----- ----- 14.21 ----- ----- ----- 14.44
1.33 6.00 341.77 23.32 0.23 ----- ----- 13.10 ----- ----- ----- 13.33
1.42 5.00 341.72 23.25 0.23 ----- ----- 11.96 ----- ----- ----- 12.18
1.50 3.00 341.67 23.18 0.23 ----- ----- 10.80 ----- ----- ----- 11.03
1.58 2.00 341.62 23.10 0.22 ----- ----- 9.63 ----- ----- ----- 9.86
1.67 0.00 341.57 23.02 0.22 ----- ----- 8.47 ----- ----- ----- 8.69
1.75 0.00 341.52 22.94 0.22 ----- ----- 7.37 ----- ----- ----- 7.59
1.83 0.00 341.48 22.87 0.22 ----- ----- 6.43 ----- ----- ----- 6.65
1.92 0.00 341.44 22.81 0.22 ----- ----- 5.63 ----- ----- ----- 5.85
2.00 0.00 341.40 22.75 0.22 ----- ----- 4.93 ----- ----- ----- 5.15
2.08 0.00 341.37 22.70 0.22 ----- ----- 4.38 ----- ----- ----- 4.59
2.17 0.00 341.34 22.65 0.22 ----- ----- 3.89 ----- ----- ----- 4.10
2.25 0.00 341.31 22.61 0.22 ----- ----- 3.45 ----- ----- ----- 3.66
2.33 0.00 341.29 22.58 0.22 ----- ----- 3.08 ----- ----- ----- 3.29
2.42 0.00 341.27 22.54 0.21 ----- ----- 2.78 ----- ----- ----- 2.99
2.50 0.00 341.25 22.51 0.21 ----- ----- 2.50 ----- ----- ----- 2.72
2.58 0.00 341.24 22.49 0.21 ----- ----- 2.26 ----- ----- ----- 2.47
2.67 0.00 341.22 22.46 0.21 ----- ----- 2.03 ----- ----- ----- 2.25
2.75 0.00 341.21 22.44 0.21 ----- ----- 1.83 ----- ----- ----- 2.04
2.83 0.00 341.19 22.42 0.21 ----- ----- 1.66 ----- ----- ----- 1.88
2.92 0.00 341.18 22.40 0.21 ----- ----- 1.53 ----- ----- ----- 1.74
3.00 0.00 341.17 22.38 0.21 ----- ----- 1.41 ----- ----- ----- 1.62
3.08 0.00 341.16 22.36 0.21 ----- ----- 1.29 ----- ----- ----- 1.50
3.17 0.00 341.15 22.35 0.21 ----- ----- 1.19 ----- ----- ----- 1.40
3.25 0.00 341.14 22.33 0.21 ----- ----- 1.09 ----- ----- ----- 1.30
• 3.33 0.00 341.13 22.32 0.21 ----- ----- 0.99 ----- ----- ----- 1.21
Continues on next page...
100 YEAR ROUT
Page 2
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
3.42 0.00 341.13 22.31 0.21 ----- ----- 0.91 ----- ----- ----- 1.12
3.50 0.00 341.12 22.30 0.21 ----- ----- 0.83 ----- ----- ----- 1.04
3.58 0.00 341.11 22.29 0.21 ----- ----- 0.75 ----- ----- ----- 0.97
3.67 0.00 341.11 22.28 0.21 ----- ----- 0.69 ----- ----- ----- 0.90
3.75 0.00 341.10 22.27 0.21 ----- ----- 0.62 ----- ----- ----- 0.83
3.83 0.00 341.10 22.26 0.21 ----- ----- 0.59 ----- ----- ----- 0.80
3.92 0.00 341.09 22.25 0.21 ----- ----- 0.56 ----- ----- ----- 0.77
4.00 0.00 341.09 22.24 0.21 ----- ----- 0.53 ----- ----- ----- 0.74
4.08 0.00 341.08 22.23 0.21 ----- ----- 0.50 ----- ----- ----- 0.71
4.17 0.00 341.08 22.23 0.21 ----- ----- 0.47 ----- ----- ----- 0.68
4.25 0.00 341.07 22.22 0.21 ----- ----- 0.44 ----- ----- ----- 0.65
4.33 0.00 341.07 22.21 0.21 ----- ----- 0.42 ----- ----- ----- 0.63
4.42 0.00 341.06 22.21 0.21 ----- ----- 0.39 ----- ----- ----- 0.60
4.50 0.00 341.06 22.20 0.21 ----- ----- 0.37 ----- ----- ----- 0.58
4.58 0.00 341.06 22.19 0.21 ----- ----- 0.34 ----- ----- ----- 0.55
4.67 0.00 341.05 22.19 0.21 ----- ----- 0.32 ----- ----- ----- 0.53
4.75 0.00 341.05 22.18 0.21 ----- ----- 0.30 ----- ----- ----- 0.51
4.83 0.00 341.05 22.18 0.21 ----- ----- 0.28 ----- ----- ----- 0.49
4.92 0.00 341.04 22.17 0.21 ----- ----- 0.26 ----- ----- ----- 0.47
5.00 0.00 341.04 22.17 0.21 ----- ----- 0.24 ----- ----- ----- 0.45
5.08 0.00 341.04 22.16 0.21 ----- ----- 0.23 ----- ----- ----- 0.43

• 5.17
5.25 0.00
0.00 341.03
341.03 22.16
22.15 0.21
0.21 ----- -----
----- ----- 0.21
0.19 ----- ----- -----
----- ----- ----- 0.42
0.40
5.33 0.00 341.03 22.15 0.21 ----- ----- 0.18 ----- ----- ----- 0.38
5.42 0.00 341.03 22.15 0.21 ----- ----- 0.16 ----- ----- ----- 0.37
5.50 0.00 341.02 22.14 0.21 ----- ----- 0.15 ----- ----- ----- 0.35
5.58 0.00 341.02 22.14 0.21 ----- ----- 0.13 ----- ----- ----- 0.34
5.67 0.00 341.02 22.14 0.21 ----- ----- 0.12 ----- ----- ----- 0.33
5.75 0.00 341.02 22.13 0.21 ----- ----- 0.11 ----- ----- ----- 0.31
5.83 0.00 341.02 22.13 0.21 ----- ----- 0.09 ----- ----- ----- 0.30
5.92 0.00 341.01 22.13 0.21 ----- ----- 0.08 ----- ----- ----- 0.29
6.00 0.00 341.01 22.12 0.21 ----- ----- 0.07 ----- ----- ----- 0.28
6.08 0.00 341.01 22.12 0.21 ----- ----- 0.06 ----- ----- ----- 0.27
6.17 0.00 341.01 22.12 0.21 ----- ----- 0.05 ----- ----- ----- 0.26
6.25 0.00 341.01 22.11 0.21 ----- ----- 0.04 ----- ----- ----- 0.25
6.33 0.00 341.00 22.11 0.21 ----- ----- 0.03 ----- ----- ----- 0.24
6.42 0.00 341.00 22.11 0.21 ----- ----- 0.02 ----- ----- ----- 0.23
6.50 0.00 341.00 22.11 0.21 ----- ----- 0.01 ----- ----- ----- 0.22
6.58 0.00 341.00 22.10 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.67 0.00 341.00 22.10 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.75 0.00 341.00 22.10 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.83 0.00 341.00 22.10 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
6.92 0.00 340.99 22.10 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.00 0.00 340.99 22.09 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.08 0.00 340.99 22.09 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.17 0.00 340.99 22.09 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.25 0.00 340.99 22.09 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.33 0.00 340.99 22.08 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.42 0.00 340.99 22.08 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
Continues on next page...
100 YEAR ROUT
Page 3
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
7.50 0.00 340.99 22.08 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.58 0.00 340.98 22.08 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.67 0.00 340.98 22.08 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.75 0.00 340.98 22.07 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.83 0.00 340.98 22.07 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
7.92 0.00 340.98 22.07 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.00 0.00 340.98 22.07 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.08 0.00 340.98 22.06 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.17 0.00 340.97 22.06 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.25 0.00 340.97 22.06 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.33 0.00 340.97 22.06 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.42 0.00 340.97 22.06 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.50 0.00 340.97 22.05 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.58 0.00 340.97 22.05 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.67 0.00 340.97 22.05 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.75 0.00 340.97 22.05 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.83 0.00 340.96 22.04 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
8.92 0.00 340.96 22.04 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.00 0.00 340.96 22.04 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.08 0.00 340.96 22.04 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.17 0.00 340.96 22.04 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.25 0.00 340.96 22.03 0.21 -
- 0.00 - 0.21
• 9.33 0.00 340.96 22.03 0.21 _____ _
__ 0.00 _____ ___?_ _?
__ 0.21
9.42 0.00 340.95 22.03 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.50 0.00 340.95 22.03 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.58 0.00 340.95 22.02 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.67 0.00 340.95 22.02 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.75 0.00 340.95 22.02 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.83 0.00 340.95 22.02 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
9.92 0.00 340.95 22.02 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.00 0.00 340.94 22.01 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.08 0.00 340.94 22.01 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.17 0.00 340.94 22.01 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.25 0.00 340.94 22.01 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.33 0.00 340.94 22.00 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.42 0.00 340.94 22.00 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.50 0.00 340.94 22.00 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.58 0.00 340.94 22.00 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.67 0.00 340.93 22.00 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.75 0.00 340.93 21.99 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.83 0.00 340.93 21.99 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
10.92 0.00 340.93 21.99 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.00 0.00 340.93 21.99 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.08 0.00 340.93 21.98 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.17 0.00 340.93 21.98 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.25 0.00 340.92 21.98 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.33 0.00 340.92 21.98 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.42 0.00 340.92 21.98 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
• 11.50 0.00 340.92 21.97 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
Continues on next page...
100 YEAR ROUT
Page 4
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
11.58 0.00 340.92 21.97 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.67 0.00 340.92 21.97 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.75 0.00 340.92 21.97 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.83 0.00 340.92 21.96 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
11.92 0.00 340.91 21.96 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.00 0.00 340.91 21.96 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.08 0.00 340.91 21.96 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.17 0.00 340.91 21.96 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.25 0.00 340.91 21.95 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.33 0.00 340.91 21.95 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.42 0.00 340.91 21.95 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.50 0.00 340.90 21.95 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.58 0.00 340.90 21.94 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.67 0.00 340.90 21.94 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.75 0.00 340.90 21.94 0.21 ----- ----- 0.00 ----- ----- ----- 0.21
12.83 0.00 340.90 21.94 0.21 ----- ----- ----- ----- ----- ----- 0.21
12.92 0.00 340.90 21.94 0.21 ----- ----- ----- ----- ----- ----- 0.21
13.00 0.00 340.90 21.93 0.21 ----- ----- ----- ----- ----- ----- 0.21
13.08 0.00 340.90 21.93 0.21 ----- ----- ----- ----- ----- ----- 0.21
13.17 0.00 340.89 21.93 0.21 ----- ----- ----- ----- ----- ----- 0.21
13.25 0.00 340.89 21.93 0.20 ----- ----- ----- ----- ----- ----- 0.20
• 13.33
13.42 0.00
0.00 340.89
340.89 21.92
21.92 0.20
0.20 _____ _-___ ____= ____= -____ _____ 0.20
0.20
13.50 0.00 340.89 21.92 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.58 0.00 340.89 21.92 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.67 0.00 340.89 21.92 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.75 0.00 340.88 21.91 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.83 0.00 340.88 21.91 0.20 ----- ----- ----- ----- ----- ----- 0.20
13.92 0.00 340.88 21.91 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.00 0.00 340.88 21.91 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.08 0.00 340.88 21.90 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.17 0.00 340.88 21.90 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.25 0.00 340.88 21.90 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.33 0.00 340.88 21.90 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.42 0.00 340.87 21.90 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.50 0.00 340.87 21.89 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.58 0.00 340.87 21.89 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.67 0.00 340.87 21.89 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.75 0.00 340.87 21.89 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.83 0.00 340.87 21.88 0.20 ----- ----- ----- ----- ----- ----- 0.20
14.92 0.00 340.87 21.88 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.00 0.00 340.86 21.88 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.08 0.00 340.86 21.88 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.17 0.00 340.86 21.88 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.25 0.00 340.86 21.87 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.33 0.00 340.86 21.87 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.42 0.00 340.86 21.87 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.50 0.00 340.86 21.87 0.20 ----- ----- ----- ----- ----- ----- 0.20
• 15.58 0.00 340.85 21.86 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page...
100 YEAR ROUT Page 5
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
15.67 0.00 340.85 21.86 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.75 0.00 340.85 21.86 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.83 0.00 340.85 21.86 0.20 ----- ----- ----- ----- ----- ----- 0.20
15.92 0.00 340.85 21.86 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.00 0.00 340.85 21.85 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.08 0.00 340.85 21.85 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.17 0.00 340.85 21.85 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.25 0.00 340.84 21.85 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.33 0.00 340.84 21.84 0.20 ----- ----- -----
----- ----- ----- 0.20
16.42 0.00 340.84 21.84 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.50 0.00 340.84 21.84 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.58 0.00 340.84 21.84 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.67 0.00 340.84 21.84 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.75 0.00 340.84 21.83 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.83 0.00 340.84 21.83 0.20 ----- ----- ----- ----- ----- ----- 0.20
16.92 0.00 340.83 21.83 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.00 0.00 340.83 21.83 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.08 0.00 340.83 21.83 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.17 0.00 340.83 21.82 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.25 0.00 340.83 21.82 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.33 0.00 340.83 21.82 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.42 0.00 340.83 21,82 0.20 0.20
•
17.50 0.00 340.82 21.81 0.20 ----- ----- ----- ----- ----- -----
0.20
17.58 0.00 340.82 21.81 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.67 0.00 340.82 21.81 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.75 0.00 340.82 21.81 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.83 0.00 340.82 21.81 0.20 ----- ----- ----- ----- ----- ----- 0.20
17.92 0.00 340.82 21.80 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.00 0.00 340.82 21.80 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.08 0.00 340.82 21.80 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.17 0.00 340.81 21.80 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.25 0.00 340.81 21.79 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.33 0.00 340.81 21.79 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.42 0.00 340.81 21.79 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.50 0.00 340.81 21.79 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.58 0.00 340.81 21.79 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.67 0.00 340.81 21.78 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.75 0.00 340.80 21.78 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.83 0.00 340.80 21.78 0.20 ----- ----- ----- ----- ----- ----- 0.20
18.92 0.00 340.80 21.78 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.00 0.00 340.80 21.77 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.08 0.00 340.80 21.77 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.17 0.00 340.80 21.77 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.25 0.00 340.80 21.77 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.33 0.00 340.80 21.77 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.42 0.00 340.79 21.76 0.20 ----- ----- ----- ----- ----- 0.20
19.50 0.00 340.79 21.76 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.58 0.00 340.79 21.76 0.20 ----- ----- ----- ----- ----- ----- 0.20
• 19.67 0.00 340.79 21.76 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page...
100 YEAR ROUT
. Hydrograph Discharge Table
Page 6
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.75 0.00 340.79 21.75 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.83 0.00 340.79 21.75 0.20 ----- ----- ----- ----- ----- ----- 0.20
19.92 0.00 340.79 21.75 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.00 0.00 340.78 21.75 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.08 0.00 340.78 21.75 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.17 0.00 340.78 21.74 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.25 0.00 340.78 21.74 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.33 0.00 340.78 21.74 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.42 0.00 340.78 21.74 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.50 0.00 340.78 21.73 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.58 0.00 340.78 21.73 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.67 0.00 340.77 21.73 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.75 0.00 340.77 21.73 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.83 0.00 340.77 21.73 0.20 ----- ----- ----- ----- ----- ----- 0.20
20.92 0.00 340.77 21.72 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.00 0.00 340.77 21.72 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.08 0.00 340.77 21.72 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.17 0.00 340.77 21.72 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.25 0.00 340.76 21.72 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.33 0.00 340.76 21.71 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.42 0.00 340.76 21.71 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.50 0.00 340.76 21.71 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.58 0.00 340.76 21.71 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.67 0.00 340.76 21.70 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.75 0.00 340.76 21.70 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.83 0.00 340.76 21.70 0.20 ----- ----- ----- ----- ----- ----- 0.20
21.92 0.00 340.75 21.70 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.00 0.00 340.75 21.70 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.08 0.00 340.75 21.69 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.17 0.00 340.75 21.69 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.25 0.00 340.75 21.69 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.33 0.00 340.75 21.69 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.42 0.00 340.75 21.68 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.50 0.00 340.75 21.68 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.58 0.00 340.74 21.68 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.67 0.00 340.74 21.68 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.75 0.00 340.74 21.68 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.83 0.00 340.74 21.67 0.20 ----- ----- ----- ----- ----- ----- 0.20
22.92 0.00 340.74 21.67 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.00 0.00 340.74 21.67 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.08 0.00 340.74 21.67 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.17 0.00 340.73 21.66 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.25 0.00 340.73 21.66 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.33 0.00 340.73 21.66 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.42 0.00 340.73 21.66 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.50 0.00 340.73 21.66 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.58 0.00 340.73 21.65 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.67 0.00 340.73 21.65 0.20 ----- ----- ----- ----- ----- ----- 0.20
. 23.75 0.00 340.73 21.65 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page.
100 YEAR ROUT
• Hydrograph Discharge Table
Page 7
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.83 0.00 340.72 21.65 0.20 ----- ----- ----- ----- ----- ----- 0.20
23.92 0.00 340.72 21.65 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.00 0.00 340.72 21.64 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.08 0.00 340.72 21.64 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.17 0.00 340.72 21.64 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.25 0.00 340.72 21.64 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.33 0.00 340.72 21.63 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.42 0.00 340.72 21.63 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.50 0.00 340.71 21.63 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.58 0.00 340.71 21.63 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.67 0.00 340.71 21.63 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.75 0.00 340.71 21.62 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.83 0.00 340.71 21.62 0.20 ----- ----- ----- ----- ----- ----- 0.20
24.92 0.00 340.71 21.62 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.00 0.00 340.71 21.62 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.08 0.00 340.70 21.61 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.17 0.00 340.70 21.61 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.25 0.00 340.70 21.61 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.33 0.00 340.70 21.61 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.42 0.00 340.70 21.61 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.50 0.00 340.70 21.60 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.58 0.00 340.70 21.60 0.20 ----- ----- ----- ----- ----- ----- 0.20
• 25.67 0.00 340.70 21.60 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.75 0.00 340.69 21.60 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.83 0.00 340.69 21.59 0.20 ----- ----- ----- ----- ----- ----- 0.20
25.92 0.00 340.69 21.59 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.00 0.00 340.69 21.59 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.08 0.00 340.69 21.59 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.17 0.00 340.69 21.59 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.25 0.00 340.69 21.58 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.33 0.00 340.68 21.58 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.42 0.00 340.68 21.58 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.50 0.00 340.68 21.58 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.58 0.00 340.68 21.58 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.67 0.00 340.68 21.57 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.75 0.00 340.68 21.57 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.83 0.00 340.68 21.57 0.20 ----- ----- ----- ----- ----- ----- 0.20
26.92 0.00 340.68 21.57 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.00 0.00 340.67 21.56 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.08 0.00 340.67 21.56 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.17 0.00 340.67 21.56 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.25 0.00 340.67 21.56 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.33 0.00 340.67 21.56 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.42 0.00 340.67 21.55 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.50 0.00 340.67 21.55 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.58 0.00 340.67 21.55 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.67 0.00 340.66 21.55 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.75 0.00 340.66 21.54 0.20 ----- ----- ----- ----- ----- ----- 0.20
27.83 0.00 340.66 21.54 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page...
100 YEAR ROUT
Page 8
Hydrograph Discharge Table

Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
27.92 0.00 340.66 21.54 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.00 0.00 340.66 21.54 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.08 0.00 340.66 21.54 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.17 0.00 340.66 21.53 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.25 0.00 340.66 21.53 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.33 0.00 340.65 21.53 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.42 0.00 340.65 21.53 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.50 0.00 340.65 21.52 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.58 0.00 340.65 21.52 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.67 0.00 340.65 21.52 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.75 0.00 340.65 21.52 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.83 0.00 340.65 21.52 0.20 ----- ----- ----- ----- ----- ----- 0.20
28.92 0.00 340.64 21.51 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.00 0.00 340.64 21.51 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.08 0.00 340.64 21.51 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.17 0.00 340.64 21.51 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.25 0.00 340.64 21.51 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.33 0.00 340.64 21.50 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.42 0.00 340.64 21.50 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.50 0.00 340.64 21.50 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.58 0.00 340.63 21.50 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.67 0.00 340.63 21.49 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.75 0.00 340.63 21.49 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.83 0.00 340.63 21.49 0.20 ----- ----- ----- ----- ----- ----- 0.20
29.92 0.00 340.63 21.49 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.00 0.00 340.63 21.49 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.08 0.00 340.63 21.48 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.17 0.00 340.63 21.48 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.25 0.00 340.62 21.48 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.33 0.00 340.62 21.48 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.42 0.00 340.62 21.47 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.50 0.00 340.62 21.47 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.58 0.00 340.62 21.47 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.67 0.00 340.62 21.47 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.75 0.00 340.62 21.47 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.83 0.00 340.62 21.46 0.20 ----- ----- ----- ----- ----- ----- 0.20
30.92 0.00 340.61 21.46 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.00 0.00 340.61 21.46 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.08 0.00 340.61 21.46 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.17 0.00 340.61 21.46 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.25 0.00 340.61 21.45 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.33 0.00 340.61 21.45 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.42 0.00 340.61 21.45 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.50 0.00 340.60 21.45 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.58 0.00 340.60 21.44 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.67 0.00 340.60 21.44 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.75 0.00 340.60 21.44 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.83 0.00 340.60 21.44 0.20 ----- ----- ----- ----- ----- ----- 0.20
31.92 0.00 340.60 21.44 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page...
100 YEAR ROUT Page 9
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
32.00 0.00 340.60 21.43 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.08 0.00 340.60 21.43 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.17 0.00 340.59 21.43 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.25 0.00 340.59 21.43 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.33 0.00 340.59 21.42 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.42 0.00 340.59 21.42 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.50 0.00 340.59 21.42 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.58 0.00 340.59 21.42 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.67 0.00 340.59 21.42 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.75 0.00 340.59 21.41 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.83 0.00 340.58 21.41 0.20 ----- ----- ----- ----- ----- ----- 0.20
32.92 0.00 340.58 21.41 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.00 0.00 340.58 21.41 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.08 0.00 340.58 21.41 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.17 0.00 340.58 21.40 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.25 0.00 340.58 21.40 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.33 0.00 340.58 21.40 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.42 0.00 340.58 21.40 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.50 0.00 340.57 21.39 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.58 0.00 340.57 21.39 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.67 0.00 340.57 21.39 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.75 0.00 340.57 21.39 0.20 ----- ----- ----- ----- ----- ----- 0.20
• 33.83 0.00 340.57 21.39 0.20 ----- ----- ----- ----- ----- ----- 0.20
33.92 0.00 340.57 21.38 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.00 0.00 340.57 21.38 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.08 0.00 340.56 21.38 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.17 0.00 340.56 21.38 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.25 0.00 340.56 21.37 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.33 0.00 340.56 21.37 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.42 0.00 340.56 21.37 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.50 0.00 340.56 21.37 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.58 0.00 340.56 21.37 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.67 0.00 340.56 21.36 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.75 0.00 340.55 21.36 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.83 0.00 340.55 21.36 0.20 ----- ----- ----- ----- ----- ----- 0.20
34.92 0.00 340.55 21.36 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.00 0.00 340.55 21.36 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.08 0.00 340.55 21.35 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.17 0.00 340.55 21.35 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.25 0.00 340.55 21.35 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.33 0.00 340.55 21.35 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.42 0.00 340.54 21.34 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.50 0.00 340.54 21.34 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.58 0.00 340.54 21.34 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.67 0.00 340.54 21,34 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.75 0.00 340.54 21.34 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.83 0.00 340.54 21.33 0.20 ----- ----- ----- ----- ----- ----- 0.20
35.92 0.00 340.54 21.33 0.20 ----- ----- ----- ----- ----- ----- 0.20
• 36.00 0.00 340.54 21.33 0.20 ----- ----- ----- ----- ----- ----- 0.20
Continues on next page...
100 YEAR ROUT
Hydrograph Discharge Table
Page 10
Time Inflow Elevation Clv A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cis cfs cfs cfs cfs cfs cfs cfs
36.08 0.00 340.53 21.33 0.20 ----- ----- ----- ----- ----- ----- 0.20
36.17 0.00 340.53 21.33 0.20 ----- ----- ----- ----- ----- ----- 0.20
36.25 0.00 340.53 21.32 0.20 ----- ----- ----- ----- ----- ----- 0.20
36.33 0.00 340.53 21.32 0.20 ----- ----- ----- ----- ----- ----- 0.20
36.42 0.00 340.53 21.32 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.50 0.00 340.53 21.32 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.58 0.00 340.53 21.31 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.67 0.00 340.53 21.31 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.75 0.00 340.52 21.31 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.83 0.00 340.52 21.31 0.19 ----- ----- ----- ----- ----- ----- 0.19
36.92 0.00 340.52 21.31 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.00 0.00 340.52 21.30 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.08 0.00 340.52 21.30 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.17 0.00 340.52 21.30 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.25 0.00 340.52 21.30 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.33 0.00 340.52 21.29 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.42 0.00 340.51 21.29 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.50 0.00 340.51 21.29 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.58 0.00 340.51 21.29 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.67 0.00 340.51 21.29 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.75 0.00 340.51 21.28 0.19 ----- ----- ----- ----- ----- ----- 0.19
37.83 0.00 340.51 21.28 0.19 ----- ----- ----- ----- ----- ----- 0.19
• 37.92 0.00 340.51 21.28 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.00 0.00 340.50 21.28 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.08 0.00 340.50 21.28 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.17 0.00 340.50 21.27 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.25 0.00 340.50 21.27 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.33 0.00 340.50 21.27 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.42 0.00 340.50 21.27 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.50 0.00 340.50 21.26 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.58 0.00 340.50 21.26 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.67 0.00 340.49 21.26 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.75 0.00 340.49 21.26 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.83 0.00 340.49 21.26 0.19 ----- ----- ----- ----- ----- ----- 0.19
38.92 0.00 340.49 21.25 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.00 0.00 340.49 21.25 019 ----- ----- ----- ----- ----- ----- 0.19
39.08 0.00 340.49 21.25 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.17 0.00 340.49 21.25 0.19 ----- ----- - --- ----- ----- ----- 0.19
39.25 0.00 340.49 21.24 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.33 0.00 340.48 21.24 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.42 0.00 340.48 21.24 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.50 0.00 340.48 21.24 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.58 0.00 340.48 21.24 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.67 0.00 340.48 21.23 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.75 0.00 340.48 21.23 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.83 0.00 340.48 21.23 0.19 ----- ----- ----- ----- ----- ----- 0.19
39.92 0.00 340.47 21.23 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.00 0.00 340.47 21.22 0.19 ----- ----- ----- ----- ----- ----- 0.19
• 40.08 0.00 340.47 21.22 0.19 ----- ----- ----- ----- ----- ----- 0.19
Continues on next page...
100 YEAR ROUT
• Hydrograph Discharge Table
Page 11
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
17
40 00
0 340.47 21.22 0.19 ----- ----- ----- ----- ----- ----- 0.19
.
40.25 .
0.00 340.47 21.22 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.33 0.00 340.47 21.21 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.42 0.00 340.47 21.21 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.50 0.00 340.47 21.21 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.58 0.00 340.46 21.21 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.67 0.00 340.46 21.21 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.75 0.00 340.46 21.20 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.83 0.00 340.46 21.20 0.19 ----- ----- ----- ----- ----- ----- 0.19
40.92 0.00 340.46 21.20 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.00 0.00 340.46 21.20 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.08 0.00 340.46 21.19 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.17 0.00 340.45 21.19 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.25 0.00 340.45 21.19 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.33 0.00 340.45 21.19 0.19 ----- ----- ----- ----- ----- ----- 0.19
41
42 00
0 340.45 21.19 0.19 ----- ----- ----- ----- ----- ----- 0.19
.
41.50 .
0.00 340.45 21.18 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.58 0.00 340.45 21.18 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.67 0.00 340.45 21.18 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.75 0.00 340.45 21.18 0.19 ----- ----- ----- ----- ----- ----- 0.19
41.83 0.00 340.44 21.17 0.19 ----- ----- ----- ----- ----- ----- 0.19
41
92 00
0 44
340 21.17 0.19 ----- ----- ----- ----- ----- ----- 0.19
.
42.00 .
0.00 .
340.44 21.17 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.08 0.00 340.44 21.17 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.17 0.00 340.44 21.17 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.25 0.00 340.44 21.16 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.33 0.00 340.44 21.16 0.19
----- ----- -----
----- -----
-----
0.19
42.42 0.00 340.44 21.16 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.50 0.00 340.43 21.16 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.58 0.00 340.43 21.15 0.19
----- ----- ----- -----
-----
-----
0.19
42.67 0.00 340.43 21.15 0.19
----- ----- -----
----- -----
-----
0.19
42.75 0.00 340.43 21.15 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.83 0.00 340.43 21.15 0.19 ----- ----- ----- ----- ----- ----- 0.19
42.92 0.00 340.43 21.14 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.00 0.00 340.43 21.14 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.08 0.00 340.42 21.14 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.17 0.00 340.42 21.14 0.19
----- ----- ----- -----
-----
-----
0.19
43.25 0.00 340.42 21.14 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.33 0.00 340.42 21.13 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.42 0.00 340.42 21.13 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.50 0.00 340.42 21.13 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.58 0.00 340.42 21.13 0.19
----- ----- ----- -----
-----
-----
0.19
43.67 0.00 340.42 21.12 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.75 0.00 340.41 21.12 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.83 0.00 340.41 21.12 0.19 ----- ----- ----- ----- ----- ----- 0.19
43.92 0.00 340.41 21.12 0.19
----- ----- -----
----- -----
-----
0.19
44.00 0.00 340.41 21.12 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.08 0.00 340.41 21.11 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.17 0.00 340.41 21.11 0.19 ----- ----- ----- ----- ----- ----- 0.19
Con tinues on next page...
100 YEAR ROUT Page 12
. Hydrograph Discharge Table
Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
44.25 0.00 340.41 21.11 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.33 0.00 340.40 21.11 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.42 0.00 340.40 21.10 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.50 0.00 340.40 21.10 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.58 0.00 340.40 21.10 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.67 0.00 340.40 21.10 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.75 0.00 340.40 21.10 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.83 0.00 340.40 21.09 0.19 ----- ----- ----- ----- ----- ----- 0.19
44.92 0.00 340.40 21.09 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.00 0.00 340.39 21.09 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.08 0.00 340.39 21.09 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.17 0.00 340.39 21.08 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.25 0.00 340.39 21.08 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.33 0.00 340.39 21.08 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.42 0.00 340.39 21.08 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.50 0.00 340.39 21.08 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.58 0.00 340.39 21.07 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.67 0.00 340.38 21.07 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.75 0.00 340.38 21.07 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.83 0.00 340.38 21.07 0.19 ----- ----- ----- ----- ----- ----- 0.19
45.92 0.00 340.38 21.06 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.00 0.00 340.38 21.06 0.19 ----- ----- ----- ----- ----- ----- 0.19
• 46.08 0.00 340.38 21.06 0.19 ----- ----- ----- ----- ----- 0.19
46.17 0.00 340.38 21.06 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.25 0.00 340.37 21.05 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.33 0.00 340.37 21.05 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.42 0.00 340.37 21.05 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.50 0.00 340.37 21.05 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.58 0.00 340.37 21.05 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.67 0.00 340.37 21.04 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.75 0.00 340.37 21.04 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.83 0.00 340.37 21.04 0.19 ----- ----- ----- ----- ----- ----- 0.19
46.92 0.00 340.36 21.04 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.00 0.00 340.36 21.03 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.08 0.00 340.36 21.03 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.17 0.00 340.36 21.03 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.25 0.00 340.36 21.03 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.33 0.00 340.36 21.03 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.42 0.00 340.36 21.02 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.50 0.00 340.36 21.02 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.58 0.00 340.35 21.02 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.67 0.00 340.35 21.02 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.75 0.00 340.35 21.01 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.83 0.00 340.35 21.01 0.19 ----- ----- ----- ----- ----- ----- 0.19
47.92 0.00 340.35 21.01 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.00 0.00 340.35 21.01 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.08 0.00 340.35 21.01 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.17 0.00 340.34 21.00 0.19 ----- ----- ----- ----- ----- ----- 0.19
• 48.25 0.00 340.34 21.00 0.19 ----- ----- ----- ----- ----- ----- 0.19
Continues on next page...
100 YEAR ROUT
. Hydrograph Discharge Table
Page 13
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
48.33 0.00 340.34 21.00 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.42 0.00 340.34 21.00 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.50 0.00 340.34 20.99 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.58 0.00 340.34 20.99 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.67 0.00 340.34 20.99 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.75 0.00 340.34 20.99 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.83 0.00 340.33 20.99 0.19 ----- ----- ----- ----- ----- ----- 0.19
48.92 0.00 340.33 20.98 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.00 0.00 340.33 20.98 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.08 0.00 340.33 20.98 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.17 0.00 340.33 20.98 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.25 0.00 340.33 20.97 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.33 0.00 340.33 20.97 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.42 0.00 340.33 20.97 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.50 0.00 340.32 20.97 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.58 0.00 340.32 20.97 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.67 0.00 340.32 20.96 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.75 0.00 340.32 20.96 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.83 0.00 340.32 20.96 0.19 ----- ----- ----- ----- ----- ----- 0.19
49.92 0.00 340.32 20.96 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.00 0.00 340.32 20.95 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.08 0.00 340.31 20.95 0.19 ----- ----- ----- ----- ----- ----- 0.19
• 50.17 0.00 340.31 20.95 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.25 0.00 340.31 20.95 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.33 0.00 340.31 20.95 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.42 0.00 340.31 20.94 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.50 0.00 340.31 20.94 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.58 0.00 340.31 20.94 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.67 0.00 340.31 20.94 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.75 0.00 340.30 20.93 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.83 0.00 340.30 20.93 0.19 ----- ----- ----- ----- ----- ----- 0.19
50.92 0.00 340.30 20.93 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.00 0.00 340.30 20.93 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.08 0.00 340.30 20.93 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.17 0.00 340.30 20.92 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.25 0.00 340.30 20.92 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.33 0.00 340.30 20.92 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.42 0.00 340.29 20.92 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.50 0.00 340.29 20.91 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.58 0.00 340.29 20.91 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.67 0.00 340.29 20.91 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.75 0.00 340.29 20.91 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.83 0.00 340.29 20.91 0.19 ----- ----- ----- ----- ----- ----- 0.19
51.92 0.00 340.29 20.90 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.00 0.00 340.29 20.90 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.08 0.00 340.28 20.90 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.17 0.00 340.28 20.90 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.25 0.00 340.28 20.89 0.19 ----- ----- ----- ----- ----- ----- 0.19
• 52.33 0.00 340.28 20.89 0.19 ----- ----- ----- ----- ----- ----- 0.19
Continues on next page...
100 YEAR ROUT Page 14
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
52.42 0.00 340.28 20.89 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.50 0.00 340.28 20.89 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.58 0.00 340.28 20.88 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.67 0.00 340.27 20.88 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.75 0.00 340.27 20.88 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.83 0.00 340.27 20.88 0.19 ----- ----- ----- ----- ----- ----- 0.19
52.92 0.00 340.27 20.88 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.00 0.00 340.27 20.87 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.08 0.00 340.27 20.87 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.17 0.00 340.27 20.87 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.25 0.00 340.27 20.87 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.33 0.00 340.26 20.86 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.42 0.00 340.26 20.86 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.50 0.00 340.26 20.86 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.58 0.00 340.26 20.86 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.67 0.00 340.26 20.86 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.75 0.00 340.26 20.85 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.83 0.00 340.26 20.85 0.19 ----- ----- ----- ----- ----- ----- 0.19
53.92 0.00 340.26 20.85 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.00 0.00 340.25 20.85 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.08 0.00 340.25 20.84 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.17 0.00 340.25 20.84 0.19 ----- ----- ----- ----- ----- ----- 0.19
• 54.25 0.00 340.25 20.84 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.33 0.00 340.25 20.84 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.42 0.00 340.25 20.84 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.50 0.00 340.25 20.83 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.58 0.00 340.25 20.83 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.67 0.00 340.24 20.83 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.75 0.00 340.24 20.83 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.83 0.00 340.24 20.82 0.19 ----- ----- ----- ----- ----- ----- 0.19
54.92 0.00 340.24 20.82 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.00 0.00 340.24 20.82 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.08 0.00 340.24 20.82 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.17 0.00 340.24 20.82 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.25 0.00 340.24 20.81 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.33 0.00 340.23 20.81 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.42 0.00 340.23 20.81 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.50 0.00 340.23 20.81 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.58 0.00 340.23 20.80 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.67 0.00 340.23 20.80 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.75 0.00 340.23 20.80 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.83 0.00 340.23 20.80 0.19 ----- ----- ----- ----- ----- ----- 0.19
55.92 0.00 340.22 20.80 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.00 0.00 340.22 20.79 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.08 0.00 340.22 20.79 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.17 0.00 340.22 20.79 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.25 0.00 340.22 20.79 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.33 0.00 340.22 20.78 0.19 ----- ----- ----- ----- ----- ----- 0.19
. 56.42 0.00 340.22 20.78 0.19 ----- ----- ----- ----- ----- ----- 0.19
Continues on next page...
100 YEAR ROUT
0 Hydrograph Discharge Table
Page 15
Time Inflow Elevation Clv A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
56.50 0.00 340.22 20.78 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.58 0.00 340.21 20.78 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.67 0.00 340.21 20.78 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.75 0.00 340.21 20.77 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.83 0.00 340.21 20.77 0.19 ----- ----- ----- ----- ----- ----- 0.19
56.92 0.00 340.21 20.77 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.00 0.00 340.21 20.77 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.08 0.00 340.21 20.76 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.17 0.00 340.21 20.76 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.25 0.00 340.20 20.76 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.33 0.00 340.20 20.76 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.42 0.00 340.20 20.76 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.50 0.00 340.20 20.75 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.58 0.00 340.20 20.75 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.67 0.00 340.20 20.75 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.75 0.00 340.20 20.75 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.83 0.00 340.20 20.75 0.19 ----- ----- ----- ----- ----- ----- 0.19
57.92 0.00 340.19 20.74 0.19 ----- ----- ----- ----- ----- ----- 0.19
58.00 0.00 340.19 20.74 0.19 ----- ----- ----- ----- ----- ----- 0.19
58.08 0.00 340.19 20.74 0.19 ----- ----- ----- ----- ----- ----- 0.19
58.17 0.00 340.19 20.74 0.19 ----- ----- ----- ----- ----- ----- 0.19
58.25 0.00 340.19 20.73 0.19 ----- ----- ----- ----- ----- ----- 0.19
58.33 0.00 340.19 20.73 0.19 ----- ----- ----- ----- ----- ----- 0.19
58.42 0.00 340.19 20.73 0.19 ----- ----- ----- ----- ----- ----- 0.19
58.50 0.00 340.19 20.73 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.58 0.00 340.18 20.72 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.67 0.00 340.18 20.72 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.75 0.00 340.18 20.72 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.83 0.00 340.18 20.72 0.18 ----- ----- ----- ----- ----- ----- 0.18
58.92 0.00 340.18 20.72 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.00 0.00 340.18 20.71 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.08 0.00 340.18 20.71 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.17 0.00 340.18 20.71 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.25 0.00 340.17 20.71 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.33 0.00 340.17 20.71 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.42 0.00 340.17 20.70 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.50 0.00 340.17 20.70 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.58 0.00 340.17 20.70 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.67 0.00 340.17 20.70 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.75 0.00 340.17 20.69 0.18 ----- ----- ----- ---- ----- ----- 0.18
59.83 0.00 340.17 20.69 0.18 ----- ----- ----- ----- ----- ----- 0.18
59.92 0.00 340.16 20.69 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.00 0.00 340.16 20.69 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.08 0.00 340.16 20.69 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.17 0.00 340.16 20.68 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.25 0.00 340.16 20.68 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.33 0.00 340.16 20.68 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.42 0.00 340.16 20.68 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.50 0.00 340.16 20.67 0.18 ----- ----- ----- ----- ----- ----- 0.18
Continues on next page...
100 YEAR ROUT Page 16
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
60.58 0.00 340.15 20.67 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.67 0.00 340.15 20.67 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.75 0.00 340.15 20.67 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.83 0.00 340.15 20.67 0.18 ----- ----- ----- ----- ----- ----- 0.18
60.92 0.00 340.15 20.66 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.00 0.00 340.15 20.66 0.18
----- ----- ----- -----
----- -----
0.18
61.08 0.00 340.15 20.66 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.17 0.00 340.15 20.66 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.25 0.00 340.14 20.65 0.18
----- ----- ----- ----- -----
-----
0.18
61.33 0.00 340.14 20.65 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.42 0.00 340.14 20.65 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.50 0.00 340.14 20.65 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.58 0.00 340.14 20.65 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.67 0.00 340.14 20.64 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.75 0.00 340.14 20.64 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.83 0.00 340.14 20.64 0.18 ----- ----- ----- ----- ----- ----- 0.18
61.92 0.00 340.13 20.64 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.00 0.00 340.13 20.63 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.08 0.00 340.13 20.63 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.17 0.00 340.13 20.63 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.25 0.00 340.13 20.63 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.33 0.00 340.13 20.63 0.18 --
- 0.18
•
62.42 0.00 340.13 20.62 0.18 ___ _____ _____
?
__ =?___ _____ ? 0.18
62.50 0.00 340.12 20.62 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.58 0.00 340.12 20.62 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.67 0.00 340.12 20.62 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.75 0.00 340.12 20.61 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.83 0.00 340.12 20.61 0.18 ----- ----- ----- ----- ----- ----- 0.18
62.92 0.00 340.12 20.61 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.00 0.00 340.12 20.61 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.08 0.00 340.12 20.61 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.17 0.00 340.11 20.60 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.25 0.00 340.11 20.60 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.33 0.00 340.11 20.60 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.42 0.00 340.11 20.60 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.50 0.00 340.11 20.59 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.58 0.00 340.11 20.59 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.67 0.00 340.11 20.59 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.75 0.00 340.11 20.59 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.83 0.00 340.10 20.59 0.18 ----- ----- ----- ----- ----- ----- 0.18
63.92 0.00 340.10 20.58 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.00 0.00 340.10 20.58 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.08 0.00 340.10 20.58 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.17 0.00 340.10 20.58 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.25 0.00 340.10 20.58 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.33 0.00 340.10 20.57 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.42 0.00 340.10 20.57 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.50 0.00 340.09 20.57 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.58 0.00 340.09 20.57 0.18 ----- ----- ----- ----- ----- ----- 0.18
Continues on next page...
100 YEAR ROUT Page 17
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
64.67 0.00 340.09 20.56 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.75 0.00 340.09 20.56 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.83 0.00 340.09 20.56 0.18 ----- ----- ----- ----- ----- ----- 0.18
64.92 0.00 340.09 20.56 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.00 0.00 340.09 20.56 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.08 0.00 340.09 20.55 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.17 0.00 340.08 20.55 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.25 0.00 340.08 20.55 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.33 0.00 340.08 20.55 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.42 0.00 340.08 20.54 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.50 0.00 340.08 20.54 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.58 0.00 340.08 20.54 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.67 0.00 340.08 20.54 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.75 0.00 340.08 20.54 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.83 0.00 340.07 20.53 0.18 ----- ----- ----- ----- ----- ----- 0.18
65.92 0.00 340.07 20.53 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.00 0.00 340.07 20.53 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.08 0.00 340.07 20.53 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.17 0.00 340.07 20.52 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.25 0.00 340.07 20.52 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.33 0.00 340.07 20.52 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.42 0.00 340.07 20.52 0.18 ----- ----- ----- ----- ----- ----- 0.18
• 66.50 0.00 340.07 20.52 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.58 0.00 340.06 20.51 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.67 0.00 340.06 20.51 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.75 0.00 340.06 20.51 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.83 0.00 340.06 20.51 0.18 ----- ----- ----- ----- ----- ----- 0.18
66.92 0.00 340.06 20.50 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.00 0.00 340.06 20.50 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.08 0.00 340.06 20.50 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.17 0.00 340.06 20.50 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.25 0.00 340.05 20.50 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.33 0.00 340.05 20.49 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.42 0.00 340.05 20.49 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.50 0.00 340.05 20.49 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.58 0.00 340.05 20.49 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.67 0.00 340.05 20.48 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.75 0.00 340.05 20.48 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.83 0.00 340.05 20.48 0.18 ----- ----- ----- ----- ----- ----- 0.18
67.92 0.00 340.04 20.48 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.00 0.00 340.04 20.48 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.08 0.00 340.04 20.47 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.17 0.00 340.04 20.47 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.25 0.00 340.04 20.47 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.33 0.00 340.04 20.47 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.42 0.00 340.04 20.47 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.50 0.00 340.04 20.46 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.58 0.00 340.03 20.46 0.18 ----- ----- ----- ----- ----- ----- 0.18
• 68.67 0.00 340.03 20.46 0.18 ----- ----- ----- ----- ----- ----- 0.18
Continues on next page...
100 YEAR ROUT
• Hydrograph Discharge Table
Page 18
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
68.75 0.00 340.03 20.46 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.83 0.00 340.03 20.45 0.18 ----- ----- ----- ----- ----- ----- 0.18
68.92 0.00 340.03 20.45 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.00 0.00 340.03 20.45 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.08 0.00 340.03 20.45 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.17 0.00 340.03 20.45 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.25 0.00 340.02 20.44 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.33 0.00 340.02 20.44 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.42 0.00 340.02 20.44 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.50 0.00 340.02 20.44 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.58 0.00 340.02 20.43 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.67 0.00 340.02 20.43 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.75 0.00 340.02 20.43 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.83 0.00 340.02 20.43 0.18 ----- ----- ----- ----- ----- ----- 0.18
69.92 0.00 340.01 20.43 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.00 0.00 340.01 20.42 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.08 0.00 340.01 20.42 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.17 0.00 340.01 20.42 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.25 0.00 340.01 20.42 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.33 0.00 340.01 20.42 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.42 0.00 340.01 20.41 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.50 0.00 340.01 20.41 0.18 ----- ----- ----- ----- ----- ----- 0.18
• 70.58 0.00 340.00 20.41 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.67 0.00 340.00 20.41 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.75 0.00 340.00 20.40 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.83 0.00 340.00 20.40 0.18 ----- ----- ----- ----- ----- ----- 0.18
70.92 0.00 340.00 20.40 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.00 0.00 340.00 20.40 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.08 0.00 340.00 20.40 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.17 0.00 340.00 20.39 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.25 0.00 339.99 20.39 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.33 0.00 339.99 20.39 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.42 0.00 339.99 20.39 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.50 0.00 339.99 20.38 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.58 0.00 339.99 20.38 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.67 0.00 339.99 20.38 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.75 0.00 339.99 20.38 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.83 0.00 339.99 20.38 0.18 ----- ----- ----- ----- ----- ----- 0.18
71.92 0.00 339.98 20.37 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.00 0.00 339.98 20.37 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.08 0.00 339.98 20.37 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.17 0.00 339.98 20.37 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.25 0.00 339.98 20.36 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.33 0.00 339.98 20.36 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.42 0.00 339.98 20.36 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.50 0.00 339.98 20.36 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.58 0.00 339.97 20.36 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.67 0.00 339.97 20.35 0.18 ----- ----- ----- ----- ----- ----- 0.18
. 72.75 0.00 339.97 20.35 0.18 ----- ----- ----- ----- ----- ----- 0.18
Continues on next page...
100 YEAR ROUT
• Hydrograph Discharge Table
Page 19
Time Inflow Elevation Civ A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
72.83 0.00 339.97 20.35 0.18 ----- ----- ----- ----- ----- ----- 0.18
72.92 0.00 339.97 20.35 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.00 0.00 339.97 20.35 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.08 0.00 339.97 20.34 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.17 0.00 339.97 20.34 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.25 0.00 339.97 20.34 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.33 0.00 339.96 20.34 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.42 0.00 339.96 20.33 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.50 0.00 339.96 20.33 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.58 0.00 339.96 20.33 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.67 0.00 339.96 20.33 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.75 0.00 339.96 20.33 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.83 0.00 339.96 20.32 0.18 ----- ----- ----- ----- ----- ----- 0.18
73.92 0.00 339.96 20.32 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.00 0.00 339.95 20.32 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.08 0.00 339.95 20.32 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.17 0.00 339.95 20.31 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.25 0.00 339.95 20.31 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.33 0.00 339.95 20.31 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.42 0.00 339.95 20.31 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.50 0.00 339.95 20.31 0.18 ----- ----- ----- ----- ----- ----- 0.18

• 74.58
74.67 0.00
0.00 339.95
339.94 20.30
20.30 0.18
0.18 ----- ----- ----- -----
----- ----- ----- ----- ----- ----- 0.18
----- ----- 0.18
74.75 0.00 339.94 20.30 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.83 0.00 339.94 20.30 0.18 ----- ----- ----- ----- ----- ----- 0.18
74.92 0.00 339.94 20.30 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.00 0.00 339.94 20.29 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.08 0.00 339.94 20.29 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.17 0.00 339.94 20.29 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.25 0.00 339.94 20.29 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.33 0.00 339.93 20.28 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.42 0.00 339.93 20.28 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.50 0.00 339.93 20.28 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.58 0.00 339.93 20.28 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.67 0.00 339.93 20.28 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.75 0.00 339.93 20.27 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.83 0.00 339.93 20.27 0.18 ----- ----- ----- ----- ----- ----- 0.18
75.92 0.00 339.93 20.27 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.00 0.00 339.93 20.27 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.08 0.00 339.92 20.26 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.17 0.00 339.92 20.26 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.25 0.00 339.92 20.26 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.33 0.00 339.92 20.26 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.42 0.00 339.92 20.26 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.50 0.00 339.92 20.25 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.58 0.00 339.92 20.25 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.67 0.00 339.92 20.25 0.18 ----- ----- ----- ----- ----- ----- 0.18
76.75 0.00 339.91 20.25 0.18 ----- ----- ----- ----- ----- ----- 0.18
• 76.83 0.00 339.91 20.25 0.18 ----- ----- ----- ----- ----- ----- 0.18
Continues on next page...
100 YEAR ROUT Page 20
Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
76
92 0
00 339.91 20.24 0.18 ----- ----- ----- ----- ----- ----- 0.18
.
77.00 .
0.00 339.91 20.24 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.08 0.00 339.91 20.24 0.18 ----- ----- ----- ----- ----- ----- 0.18
17
77 00
0 339.91 20.24 0.18 ----- ----- ----- ----- ----- ----- 0.18
.
25
77 .
0
00 91
339 20.23 0.18 ----- ----- ----- ----- ----- ----- 0.18
.
77.33 .
0.00 .
339.91 20.23 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.42 0.00 339.90 20.23 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.50 0.00 339.90 20.23 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.58 0.00 339.90 20.23 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.67 0.00 339.90 20.22 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.75 0.00 339.90 20.22 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.83 0.00 339.90 20.22 0.18 ----- ----- ----- ----- ----- ----- 0.18
77.92 0.00 339.90 20.22 0.18 ----- ----- ----- ----- ----- ----- 0.18
00
78 00
0 339
90 20.22 0.18 ----- ----- ----- ----- ----- ----- 0.18
.
78.08 .
0.00 .
339.89 20.21 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.17 0.00 339.89 20.21 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.25 0.00 339.89 20.21 0.18 ----- ----- ----- ----- ----- ----- 0.18
78
33 00
0 339.89 20.21 0.18 ----- ----- ----- ----- ----- ----- 0.18
.
78.42 .
0.00 339.89 20.20 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.50 0.00 339.89 20.20 0.18 ----- ----- ----- ----- ----- ----- 0.18
78
58 0
00 339.89 20.20 0.18 ----- ----- ----- ----- ----- ----- 0.18
.
78.67 .
0.00 339.89 20.20 0.18 0.18
• 78.75 0.00 339.89 20.20 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.83 0.00 339.88 20.19 0.18 ----- ----- ----- ----- ----- ----- 0.18
78.92 0.00 339.88 20.19 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.00 0.00 339.88 20.19 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.08 0.00 339.88 20.19 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.17 0.00 339.88 20.18 0.18
----- -----
----- ----- -----
-----
0.18
79.25 0.00 339.88 20.18 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.33 0.00 339.88 20.18 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.42 0.00 339.88 20.18 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.50 0.00 339.87 20.18 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.58 0.00 339.87 20.17 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.67 0.00 339.87 20.17 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.75 0.00 339.87 20.17 0.18
----- ----- -----
----- -----
-----
0.18
79.83 0.00 339.87 20.17 0.18 ----- ----- ----- ----- ----- ----- 0.18
79.92 0.00 339.87 20.17 0.18 ----- ----- ----- ----- ----- ----- 0.18
80.00 0.00 339.87 20.16 0.18 ----- ----- ----- ----- ----- ----- 0.18
80.08 0.00 339.87 20.16 0.18
----- ----- -----
----- -----
-----
0.18
80.17 0.00 339.86 20.16 0.18 ----- ----- ----- ----- ----- ----- 0.18
80.25 0.00 339.86 20.16 0.18 ----- ----- ----- ----- ----- ----- 0.18
80.33 0.00 339.86 20.15 0.18 ----- ----- ----- ----- ----- ----- 0.18
80.42 0.00 339.86 20.15 0.18 ----- ----- ----- ----- ----- ----- 0.18
80.50 0.00 339.86 20.15 0.18 ----- ----- ----- ----- ----- ----- 0.18
80.58 0.00 339.86 20.15 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.67 0.00 339.86 20.15 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.75 0.00 339.86 20.14 0.17 ----- ----- ----- ----- ----- ----- 0.17
80.83 0.00 339.86 20.14 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 80.92 0.00 339.85 20.14 0.17 ----- ----- ----- ----- ----- ----- 0.17
Con tinues on next page...
100 YEAR ROUT Page 21
0 Hydrograph Discharge Table
Time Inflow Elevation Civ A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
81.00 0.00 339.85 20.14 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.08 0.00 339.85 20.14 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.17 0.00 339.85 20.13 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.25 0.00 339.85 20.13 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.33 0.00 339.85 20.13 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.42 0.00 339.85 20.13 0.17 ----- ----- ----- ----- ----- 0.17
81.50 0.00 339.85 20.12 0.17 ----- ----- ----- ----- ----- 0.17
81.58 0.00 339.84 20.12 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.67 0.00 339.84 20.12 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.75 0.00 339.84 20.12 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.83 0.00 339.84 20.12 0.17 ----- ----- ----- ----- ----- ----- 0.17
81.92 0.00 339.84 20.11 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.00 0.00 339.84 20.11 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.08 0.00 339.84 20.11 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.17 0.00 339.84 20.11 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.25 0.00 339.83 20.11 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.33 0.00 339.83 20.10 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.42 0.00 339.83 20.10 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.50 0.00 339.83 20.10 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.58 0.00 339.83 20.10 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.67 0.00 339.83 20.09 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.75 0.00 339.83 20.09 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 82.83 0.00 339.83 20.09 0.17 ----- ----- ----- ----- ----- ----- 0.17
82.92 0.00 339.83 20.09 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.00 0.00 339.82 20.09 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.08 0.00 339.82 20.08 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.17 0.00 339.82 20.08 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.25 0.00 339.82 20.08 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.33 0.00 339.82 20.08 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.42 0.00 339.82 20.08 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.50 0.00 339.82 20.07 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.58 0.00 339.82 20.07 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.67 0.00 339.81 20.07 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.75 0.00 339.81 20.07 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.83 0.00 339.81 20.06 0.17 ----- ----- ----- ----- ----- ----- 0.17
83.92 0.00 339.81 20.06 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.00 0.00 339.81 20.06 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.08 0.00 339.81 20.06 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.17 0.00 339.81 20.06 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.25 0.00 339.81 20.05 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.33 0.00 339.80 20.05 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.42 0.00 339.80 20.05 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.50 0.00 339.80 20.05 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.58 0.00 339.80 20.05 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.67 0.00 339.80 20.04 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.75 0.00 339.80 20.04 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.83 0.00 339.80 20.04 0.17 ----- ----- ----- ----- ----- ----- 0.17
84.92 0.00 339.80 20.04 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.00 0.00 339.80 20.03 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
100 YEAR ROUT
• Hydrograph Discharge Table
Page 22
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
85.08 0.00 339.79 20.03 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.17 0.00 339.79 20.03 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.25 0.00 339.79 20.03 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.33 0.00 339.79 20.03 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.42 0.00 339.79 20.02 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.50 0.00 339.79 20.02 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.58 0.00 339.79 20.02 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.67 0.00 339.79 20.02 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.75 0.00 339.78 20.02 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.83 0.00 339.78 20.01 0.17 ----- ----- ----- ----- ----- ----- 0.17
85.92 0.00 339.78 20.01 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.00 0.00 339.78 20.01 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.08 0.00 339.78 20.01 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.17 0.00 339.78 20.00 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.25 0.00 339.78 20.00 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.33 0.00 339.78 20.00 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.42 0.00 339.78 20.00 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.50 0.00 339.77 20.00 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.58 0.00 339.77 19.99 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.67 0.00 339.77 19.99 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.75 0.00 339.77 19.99 0.17 ----- ----- ----- ----- ----- ----- 0.17
86.83 0.00 339.77 19.99 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 86.92 0.00 339.77 19.99 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.00 0.00 339.77 19.98 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.08 0.00 339.77 19.98 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.17 0.00 339.76 19.98 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.25 0.00 339.76 19.98 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.33 0.00 339.76 19.97 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.42 0.00 339.76 19.97 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.50 0.00 339.76 19.97 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.58 0.00 339.76 19.97 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.67 0.00 339.76 19.97 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.75 0.00 339.76 19.96 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.83 0.00 339.76 19.96 0.17 ----- ----- ----- ----- ----- ----- 0.17
87.92 0.00 339.75 19.96 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.00 0.00 339.75 19.96 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.08 0.00 339.75 19.96 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.17 0.00 339.75 19.95 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.25 0.00 339.75 19.95 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.33 0.00 339.75 19.95 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.42 0.00 339.75 19.95 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.50 0.00 339.75 19.94 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.58 0.00 339.74 19.94 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.67 0.00 339.74 19.94 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.75 0.00 339.74 19.94 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.83 0.00 339.74 19.94 0.17 ----- ----- ----- ----- ----- ----- 0.17
88.92 0.00 339.74 19.93 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.00 0.00 339.74 19.93 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 89.08 0.00 339.74 19.93 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
100 YEAR ROUT
• Hydrograph Discharge Table
Page 23
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
89.17 0.00 339.74 19.93 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.25 0.00 339.74 19.93 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.33 0.00 339.73 19.92 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.42 0.00 339.73 19.92 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.50 0.00 339.73 19.92 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.58 0.00 339.73 19.92 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.67 0.00 339.73 19.91 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.75 0.00 339.73 19.91 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.83 0.00 339.73 19.91 0.17 ----- ----- ----- ----- ----- ----- 0.17
89.92 0.00 339.73 19.91 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.00 0.00 339.72 19.91 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.08 0.00 339.72 19.90 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.17 0.00 339.72 19.90 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.25 0.00 339.72 19.90 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.33 0.00 339.72 19.90 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.42 0.00 339.72 19.90 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.50 0.00 339.72 19.89 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.58 0.00 339.72 19.89 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.67 0.00 339.72 19.89 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.75 0.00 339.71 19.89 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.83 0.00 339.71 19.89 0.17 ----- ----- ----- ----- ----- ----- 0.17
90.92 0.00 339.71 19.88 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 91.00 0.00 339.71 19.88 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.08 0.00 339.71 19.88 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.17 0.00 339.71 19.88 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.25 0.00 339.71 19.87 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.33 0.00 339.71 19.87 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.42 0.00 339.70 19.87 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.50 0.00 339.70 19.87 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.58 0.00 339.70 19.87 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.67 0.00 339.70 19.86 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.75 0.00 339.70 19.86 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.83 0.00 339.70 19.86 0.17 ----- ----- ----- ----- ----- ----- 0.17
91.92 0.00 339.70 19.86 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.00 0.00 339.70 19.86 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.08 0.00 339.70 19.85 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.17 0.00 339.69 19.85 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.25 0.00 339.69 19.85 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.33 0.00 339.69 19.85 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.42 0.00 339.69 19.84 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.50 0.00 339.69 19.84 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.58 0.00 339.69 19.84 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.67 0.00 339.69 19.84 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.75 0.00 339.69 19.84 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.83 0.00 339.69 19.83 0.17 ----- ----- ----- ----- ----- ----- 0.17
92.92 0.00 339.68 19.83 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.00 0.00 339.68 19.83 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.08 0.00 339.68 19.83 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 93.17 0.00 339.68 19.83 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
100 YEAR ROUT
• Hydrograph Discharge Table
Page 24
Time Inflow Elevation Civ A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
93.25 0.00 339.68 19.82 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.33 0.00 339.68 19.82 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.42 0.00 339.68 19.82 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.50 0.00 339.68 19.82 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.58 0.00 339.67 19.82 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.67 0.00 339.67 19.81 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.75 0.00 339.67 19.81 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.83 0.00 339.67 19.81 0.17 ----- ----- ----- ----- ----- ----- 0.17
93.92 0.00 339.67 19.81 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.00 0.00 339.67 19.80 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.08 0.00 339.67 19.80 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.17 0.00 339.67 19.80 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.25 0.00 339.67 19.80 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.33 0.00 339.66 19.80 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.42 0.00 339.66 19.79 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.50 0.00 339.66 19.79 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.58 0.00 339.66 19.79 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.67 0.00 339.66 19.79 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.75 0.00 339.66 19.79 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.83 0.00 339.66 19.78 0.17 ----- ----- ----- ----- ----- ----- 0.17
94.92 0.00 339.66 19.78 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.00 0.00 339.66 19.78 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 95.08 0.00 339.65 19.78 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.17 0.00 339.65 19.77 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.25 0.00 339.65 19.77 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.33 0.00 339.65 19.77 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.42 0.00 339.65 19.77 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.50 0.00 339.65 19.77 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.58 0.00 339.65 19.76 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.67 0.00 339.65 19.76 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.75 0.00 339.64 19.76 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.83 0.00 339.64 19.76 0.17 ----- ----- ----- ----- ----- ----- 0.17
95.92 0.00 339.64 19.76 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.00 0.00 339.64 19.75 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.08 0.00 339.64 19.75 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.17 0.00 339.64 19.75 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.25 0.00 339.64 19.75 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.33 0.00 339.64 19.75 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.42 0.00 339.64 19.74 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.50 0.00 339.63 19.74 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.58 0.00 339.63 19.74 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.67 0.00 339.63 19.74 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.75 0.00 339.63 19.73 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.83 0.00 339.63 19.73 0.17 ----- ----- ----- ----- ----- ----- 0.17
96.92 0.00 339.63 19.73 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.00 0.00 339.63 19.73 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.08 0.00 339.63 19.73 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.17 0.00 339.63 19.72 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 97.25 0.00 339.62 19.72 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
100 YEAR ROUT Page 25
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
97.33 0.00 339.62 19.72 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.42 0.00 339.62 19.72 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.50 0.00 339.62 19.72 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.58 0.00 339.62 19.71 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.67 0.00 339.62 19.71 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.75 0.00 339.62 19.71 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.83 0.00 339.62 19.71 0.17 ----- ----- ----- ----- ----- ----- 0.17
97.92 0.00 339.61 19.71 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.00 0.00 339.61 19.70 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.06 0.00 339.61 19.70 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.17 0.00 339.61 19.70 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.25 0.00 339.61 19.70 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.33 0.00 339.61 19.70 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.42 0.00 339.61 19.69 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.50 0.00 339.61 19.69 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.58 0.00 339.61 19.69 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.67 0.00 339.60 19.69 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.75 0.00 339.60 19.68 0.17
----- ----- ----- -----
----- -----
0.17
98.83 0.00 339.60 19.68 0.17 ----- ----- ----- ----- ----- ----- 0.17
98.92 0.00 339.60 19.68 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.00 0.00 339.60 19.68 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.08 0.00 339.60 19.68 0.17 ----- ----- ----- ----- ----- ----- 0.17
i 99.17 0.00 339.60 19.67 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.25 0.00 339.60 19.67 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.33 0.00 339.60 19.67 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.42 0.00 339.59 19.67 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.50 0.00 339.59 19.67 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.58 0.00 339.59 19.66 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.67 0.00 339.59 19.66 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.75 0.00 339.59 19.66 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.83 0.00 339.59 19.66 0.17 ----- ----- ----- ----- ----- ----- 0.17
99.92 0.00 339.59 19.66 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.00 0.00 339.59 19.65 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.08 0.00 339.59 19.65 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.17 0.00 339.58 19.65 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.25 0.00 339.58 19.65 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.33 0.00 339.58 19.64 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.42 0.00 339.58 19.64 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.50 0.00 339.58 19.64 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.58 0.00 339.58 19.64 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.67 0.00 339.58 19.64 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.75 0.00 339.58 19.63 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.83 0.00 339.57 19.63 0.17 ----- ----- ----- ----- ----- ----- 0.17
100.92 0.00 339.57 19.63 0.17 ----- ----- ----- ----- ----- ----- 0.17
101.00 0.00 339.57 19.63 0.17 ----- ----- ----- ----- ----- ----- 0.17
101.08 0.00 339.57 19.63 0.17 ----- ----- ----- ----- ----- ----- 0.17
101.17 0.00 339.57 19.62 0.17 ----- ----- ----- ----- ----- 0.17
101.25 0.00 339.57 19.62 0.17 ----- ----- ----- ----- ----- ----- 0.17
• 101.33 0.00 339.57 19.62 0.17 ----- ----- ----- ----- ----- ----- 0.17
Continues on next page...
100 YEAR ROUT Page 26
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
42
101 0
00 57
339 19.62 0.17 ----- ----- ----- ----- ----- ----- 0.17
.
101.50 .
0.00 .
339.57 19.62 0.17 ----- ----- ----- ----- ----- ----- 0.17
101.58 0.00 339.56 19.61 0.17 ----- ----- ----- ----- ----- ----- 0.17
101.67 0.00 339.56 19.61 0.17 ----- ----- ----- ----- ----- ----- 0.17
101
75 00
0 339
56 19.61 0.17 ----- ----- ----- ----- ----- ----- 0.17
.
101.83 .
0.00 .
339.56 19.61 0.17 ----- ----- ----- ----- ----- ----- 0.17
101
92 00
0 339.56 19.60 0.17 ----- ----- ----- ----- ----- ----- 0.17
.
102.00 .
0.00 339.56 19.60 0.17 ----- ----- ----- ----- ----- ----- 0.17
102.08 0.00 339.56 19.60 0.17 ----- ----- ----- ----- ----- ----- 0.17
102.17 0.00 339.56 19.60 0.17 ----- ----- ----- ----- ----- ----- 0.17
102.25 0.00 339.56 19.60 0.17 ----- ----- ----- ----- ----- ----- 0.17
102.33 0.00 339.55 19.59 0.17 ----- ----- ----- ----- ----- ----- 0.17
102.42 0.00 339.55 19.59 0.17 ----- ----- ----- ----- ----- ----- 0.17
102.50 0.00 339.55 19.59 0.17 ----- ----- ----- ----- ----- ----- 0.17
102.58 0.00 339.55 19.59 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.67 0.00 339.55 19.59 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.75 0.00 339.55 19.58 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.83 0.00 339.55 19.58 0.16 ----- ----- ----- ----- ----- ----- 0.16
102.92 0.00 339.55 19.58 0.16 ----- ----- ----- ----- ----- ----- 0.16
103
00 0
00 339
55 19.58 0.16 ----- ----- ----- ----- ----- ----- 0.16
.
103.08 .
0.00 .
339.54 19.58 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.17 0.00 339.54 19.57 0.16 - _
- _____ _____ 0.16
•
103.25 0.00 339.54 19.57 0.16 ==i=
____ __=_
____= 0.16
103.33 0.00 339.54 19.57 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.42 0.00 339.54 19.57 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.50 0.00 339.54 19.57 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.58 0.00 339.54 19.56 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.67 0.00 339.54 19.56 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.75 0.00 339.54 19.56 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.83 0.00 339.53 19.56 0.16 ----- ----- ----- ----- ----- ----- 0.16
103.92 0.00 339.53 19.55 0.16
----- ----- -----
-----
----- ----- 0.16
104,00 0.00 339.53 19.55 0.16
----- -----
----- -----
----- ----- 0.16
104.08 0.00 339.53 19.55 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.17 0.00 339.53 19.55 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.25 0.00 339.53 19.55 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.33 0.00 339.53 19.54 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.42 0.00 339.53 19.54 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.50 0.00 339.53 19.54 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.58 0.00 339.52 19.54 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.67 0.00 339.52 19.54 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.75 0.00 339.52 19.53 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.83 0.00 339.52 19.53 0.16 ----- ----- ----- ----- ----- ----- 0.16
104.92 0.00 339.52 19.53 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.00 0.00 339.52 19.53 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.08 0.00 339.52 19.53 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.17 0.00 339.52 19.52 0.16
----- -----
----- -----
----- ----- 0.16
105.25 0.00 339.52 19.52 0.16 ----- ----- ----- ----- ----- ----- 0.16
105
33 0
00 339.51 19.52 0.16 -
- 0.16
-
•
.
105.42 .
0.00 339.51 19.52 0.16 _
___ _____ ___
_____ _ ___ ?____
_
0.16
Continues on next page...
100 YEAR ROUT Page 27
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Civ B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
105.50 0.00 339.51 19.52 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.58 0.00 339.51 19.51 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.67 0.00 339.51 19.51 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.75 0.00 339.51 19.51 0.16
----- ----- ----- -----
----- -----
0.16
105.83 0.00 339.51 19.51 0.16 ----- ----- ----- ----- ----- ----- 0.16
105.92 0.00 339.51 19.50 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.00 0,00 339.50 19.50 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.08 0.00 339.50 19.50 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.17 0.00 339.50 19.50 0.16
----- ----- ----- -----
----- -----
0.16
106.25 0.00 339.50 19.50 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.33 0.00 339.50 19.49 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.42 0.00 339.50 19.49 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.50 0.00 339.50 19.49 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.58 0.00 339.50 19.49 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.67 0.00 339.50 19.49 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.75 0.00 339.49 19.48 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.83 0.00 339.49 19.48 0.16 ----- ----- ----- ----- ----- ----- 0.16
106.92 0.00 339.49 19.48 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.00 0.00 339.49 19.48 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.08 0.00 339.49 19.47 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.17 0.00 339.49 19.47 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.25 0.00 339.49 19.47 0.16 _____
-
-
---
-- 0.16
.
107.33 0.00 339.49 19.47 0.16 _____
=?
_
=
_ _____ ___ 0.16
107.42 0.00 339.48 19.46 0,16 ----- ----- ----- ----- ----- ----- 0.16
107.50 0.00 339.48 19.46 0.16 ----- ----- ----- ----- ----- 0.16
107.58 0,00 339.48 19.46 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.67 0.00 339.48 19.46 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.75 0.00 339.48 19.45 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.83 0.00 339.48 19.45 0.16 ----- ----- ----- ----- ----- ----- 0.16
107.92 0.00 339.48 19.45 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.00 0.00 339.48 19.45 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.08 0.00 339.47 19.45 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.17 0.00 339.47 19.44 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.25 0.00 339.47 19.44 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.33 0.00 339.47 19.44 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.42 0.00 339.47 19.44 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.50 0.00 339.47 19.43 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.58 0.00 339.47 19.43 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.67 0,00 339.47 19.43 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.75 0.00 339.46 19.43 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.83 0.00 339.46 19.42 0.16 ----- ----- ----- ----- ----- ----- 0.16
108.92 0.00 339.46 19.42 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.00 0.00 339.46 19.42 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.08 0.00 339.46 19.42 0.16 ----- ----- ----- ----- ----- 0.16
109.17 0.00 339.46 19.41 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.25 0.00 339.46 19.41 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.33 0.00 339.46 19.41 0.16 ----- ----- ----- ----- ----- 0.16
109.42 0.00 339.45 19.41 0.16 --
--
-
- 0.16
•
109.50 0.00 339.45 19.41 0.16 ____- _____ _____
??- ___
_
__ 0.16
Continues on next page...
100 YEAR ROUT Page 28
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
109.58 0.00 339.45 19.40 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.67 0.00 339.45 19.40 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.75 0.00 339.45 19.40 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.83 0.00 339.45 19.40 0.16 ----- ----- ----- ----- ----- ----- 0.16
109.92 0.00 339.45 19.39 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.00 0.00 339.45 19.39 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.08 0.00 339.44 19.39 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.17 0.00 339.44 19.39 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.25 0.00 339.44 19.38 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.33 0.00 339.44 19.38 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.42 0.00 339.44 19.38 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.50 0.00 339.44 19.38 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.58 0.00 339.44 19.38 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.67 0.00 339.44 19.37 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.75 0.00 339.43 19.37 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.83 0.00 339.43 19.37 0.16 ----- ----- ----- ----- ----- ----- 0.16
110.92 0.00 339.43 19.37 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.00 0.00 339.43 19.36 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.08 0.00 339.43 19.36 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.17 0.00 339.43 19.36 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.25 0.00 339.43 19.36 0.16 ----- ----- ----- ----- ----- ----- 0.16
111,33 0.00 339.43 19.35 0.16 --
--
--
- 0.16
•
111.42 0.00 339.42 19.35 0.16 _____ __
_
_____ _____
?
_=__ 0.16
111.50 0.00 339.42 19.35 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.58 0.00 339.42 19.35 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.67 0.00 339.42 19.35 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.75 0.00 339.42 19.34 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.83 0.00 339.42 19.34 0.16 ----- ----- ----- ----- ----- ----- 0.16
111.92 0.00 339.42 19.34 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.00 0.00 339.42 19.34 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.08 0.00 339.41 19.33 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.17 0.00 339.41 19.33 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.25 0.00 339.41 19.33 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.33 0.00 339.41 19.33 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.42 0.00 339.41 19.32 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.50 0.00 339.41 19.32 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.58 0.00 339.41 19.32 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.67 0.00 339.41 19.32 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.75 0.00 339.40 19.31 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.83 0.00 339.40 19.31 0.16 ----- ----- ----- ----- ----- ----- 0.16
112.92 0.00 339.40 19.31 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.00 0.00 339.40 19.31 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.08 0.00 339.40 19.31 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.17 0.00 339.40 19.30 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.25 0.00 339.40 19.30 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.33 0.00 339.40 19.30 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.42 0.00 339.39 19.30 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.50 0.00 339.39 19.29 0.16 -
- 0.16
•
113.58 0.00 339.39 19.29 0.16 _____ ?____ ?____ __?
?
___= _?___ 0.16
Continues on next page...
100 YEAR ROUT
0 Hydrograph Discharge Table
Page 29
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
113.67 0.00 339.39 19.29 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.75 0.00 339.39 19.29 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.83 0.00 339.39 19.28 0.16 ----- ----- ----- ----- ----- ----- 0.16
113.92 0.00 339.39 19.28 0.16
----- ----- ----- -----
----- -----
0.16
114.00 0.00 339.39 19.28 0.16
----- ----- ----- -----
----- -----
0.16
114.08 0.00 339.38 19.28 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.17 0.00 339.38 19.28 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.25 0.00 339.38 19.27 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.33 0.00 339.38 19.27 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.42 0.00 339.38 19.27 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.50 0.00 339.38 19.27 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.58 0.00 339.38 19.26 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.67 0.00 339.38 19.26 0.16
----- ----- ----- -----
----- -----
0.16
114.75 0.00 339.37 19.26 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.83 0.00 339.37 19.26 0.16 ----- ----- ----- ----- ----- ----- 0.16
114.92 0.00 339.37 19.25 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.00 0.00 339.37 19.25 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.08 0.00 339.37 19.25 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.17 0.00 339.37 19.25 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.25 0.00 339.37 19.25 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.33 0.00 339.37 19.24 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.42 0.00 339.36 19.24 0.16 -
- 0.16
•
115.50 0.00 339.36 19.24 0.16 ___
=___ _____ _____ _____ _
_____ 0.16
115.58 0.00 339.36 19.24 0.16 ----- ----- ----- ----- ----- 0.16
115.67 0.00 339.36 19.23 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.75 0.00 339.36 19.23 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.83 0.00 339.36 19.23 0.16 ----- ----- ----- ----- ----- ----- 0.16
115.92 0.00 339.36 19.23 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.00 0.00 339.36 19.22 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.08 0.00 339.35 19.22 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.17 0.00 339.35 19.22 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.25 0.00 339.35 19.22 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.33 0.00 339.35 19.22 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.42 0.00 339.35 19.21 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.50 0.00 339.35 19.21 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.58 0.00 339.35 19.21 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.67 0.00 339.35 19.21 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.75 0.00 339.35 19.20 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.83 0.00 339.34 19.20 0.16 ----- ----- ----- ----- ----- ----- 0.16
116.92 0.00 339.34 19.20 0.16 ----- ----- ----- ----- ----- ----- 0.16
117.00 0.00 339.34 19.20 0.16 ----- ----- ----- ----- ----- ----- 0.16
117.08 0.00 339.34 19.19 0.16 ----- ----- ----- ----- ----- ----- 0.16
117.17 0.00 339.34 19.19 0.16 ----- ----- ----- ----- ----- ----- 0.16
End
C:
• PROJECT: GARNER RETAIL
POND: POND C
PERMANENT POOL SURFACE AREA:
DRAINAGE AREA: 18 ACRES
% IMPERVIOUS: 70 %
PERMANENT POOL DEPTH: 3.5 FT
SA/DA RATIO: 2.13
REQUIRED SURFACE AREA: 0.3834 ACRES
16,701 SF
NORMAL POOL AREA PROVIDED: 32,946 SF
1" STORM VOLUME:
Rv=.05+.009(1)
WHERE:
Rv= RUNOFF COEFFICIENT
1= PERCENT IMPERVIOUS
• Rv: 0.681N/IN
VOLUME: (DESIGN RAINFALL)(Rv)(DRAINAGE AREA)
VOLUME: 0.479808 ACRE/FT
20,900 CF
HEIGHT ABOVE NORMAL POOL: 0.63 FT
HEIGHT ABOVE NORMAL POOL
PROVIDED: 5 FT

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Hydrograph Summary Report
Page 1
Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Volume

(cult) Return
period
(yrs) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(cult) Hydrograph
description
1 Manual 81.00 5 25 171,600 1 ---- ------ ------ 1 YR 24HR EVENT
2 Manual 101.00 5 20 173,400 10 ---- ------ ------ 10 YR EVENT
3 Manual 118.00 5 25 230,400 25 ---- ------ ------ 25 YR EVENT
4 Reservoir 9.34 5 75 92,824 1 1 347.10 259,054 1 YR 24HR ROUT
5 Reservoir 9.65 5 60 94,660 10 2 347,12 259,696 10 YEAR ROUT
6 Reservoir 23.77 5 55 151,476 25 3 347.63 284,892 25 YEAR ROUT

•
Proj. file: POND D - 18 ACRES. PV0F file: Raleigh - Durham, N .IDRun date: 01-23-2002
Reservoir Report Page 1
English
• Reservoir No. 1 - POND D
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation
ft ft
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
Contour area Incr. Storage Total storage
sqft cuft cuft
4,602 0 0
15,883 10,243 10,243
25,420 20,652 30,894
29,154 27,287 58,181
32,460 30,807 88,988
35,696 34,078 123,066
43,541 39,619 162,685
45,640 44,591 207,275
47,707 46,674 253,949
49,801 48,754 302,703
339.00
340.00
341.00
342.00
343.00
344.00
345.00
346.00
347.00
348.00
Culvert / Orifice Structures
[A] [B] [C]
Rise in
• = 24.0 2.0 0.0
Span in = 24.0 2.0 0.0
No. Barrels = 1 1 0
Invert El. ft = 339.00 344.50 0.00
Length ft = 50.0 1.0 0.0
Slope % = 1.00 0.00 0.00
N-Value = .013 .013 .000
Orif. Coeff. = 0.60 0.60 0.00
Multi-Stage = ----- Yes No
Weir Structures
[D] [A] [B] [C] [D]
0.0 Crest Len ft = 6.5 0.0 0.0 0.0
0.0 Crest El. ft = 346.50 0.00 0.00 0.00
0 Weir Coeff. = 3.00 0.00 0.00 0.00
0.00 Eqn. Exp. = 1.50 0.00 0.00 0.00
0.0 Multi-Stage = Yes No No No
0.00
.000
0.00
No Tailwater Elev ation = 0.00 ft
Stage / Storage / Discharge Table
Note: All outflows have been analyzed under Inlet and outlet control.
Stage Storage Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 339.00 0.00 0.00 --- --- 0.00 --- --- --- 0.00
1.00 10,243 340.00 5.62 0.00 --- --- 0.00 --- --- --- 0.00
2.00 30,894 341.00 12.25 0.00 --- --- 0.00 --- --- --- 0.00
3.00 58,181 342.00 21.23 0.00 --- --- 0.00 --- --- --- 0.00
4.00 88,988 343.00 26.20 0.00 --- --- 0.00 --- --- --- 0.00
5.00 123,066 344.00 30.25 0.00 --- --- 0.00 --- --- --- 0.00
6.00 162,685 345.00 33.82 0.07 --- --- 0.00 --- --- --- 0.07
7.00 207,275 346.00 37.05 0.13 --- --- 0.00 --- --- --- 0.13
• 8.00 253,949 347.00 40.02 0.16 -
- _- 6.89 - ___ ___ 7.06
9.00 302,703 348.00 42.78 0.19 _ _ 35.82 =_
- 36.02
Cross Engineering
• 15300 Weston Parkway, Suite 106
Cary, North Carolina 27513
[phone]
Wed N ov 28 15:08:03 2001

cross PROJECT: X:\Projects\98026\98026.06 hite Oak Crossing\ TM\PADTOJONES.pro
------------------
--------------- ------------------
Contour ---------- -
Based Depression Vo --------
---------------
Contour ------------------
Enclosed --------------------
Incremental ---------------------------
Accumulative
Elev. (ft) Area (SQ FT) Volume (yd3)
-
--------- Volume (yd3)
---------------------------
--------------
348.00 TOP -------------------
of DAM 49801.88 -----
-----
1805.73 1805.73
347.00 47707.44
1728.67 3534.40
346.00 45640.99
1651.53 5185.93
345.00 NP 43541.58
1467.37 6653.30
344.00 35696.13
1262.16 7915.46
343.00 32460.61
1141.03 9056.49
342.00 29154.96
1010.65 10067.14
• 341.00 25420.05
764.88 10832.01
340.00 15883.29
379.36 11211.38
339.00 4602.35
Total Depression volume as computed by average end area = 11211.38 yd3
C7
• PROJECT: GARNER RETAIL
DRAINAGE BASIN: C
DRAINAGE POND: D
ESTIMATE PEAK:
Qp=CIA
C-VALUE:
INTENSITY(I):132/20+Tc
Tc-[L3/H].385/128
DRAINAGE AREA:
Qp(1-YEAR)
DEPTH OF RUNOFF:

Q*=(P-.2s)2/P+.8s
P-VALUE:
• CN-VALUE:
s= (1000/CN)-10:
Q*=
Tp=VOLUME/1.39*Qp
LJ
1-YEAR 24HOUR STORM
0.8
5.7
5 MINUTES (POST DEVELOPMENT VALUE)
18
82.64
2.65
92
0.87
1.83 INCHES
17.37 MINUTES
PROJECT: GARNER RETAIL
• DRAINAGE BASIN: C
DRAINAGE POND: D
ESTIMATE PEAK:
Qp=CIA
C-VALUE:
INTENSITY (I ):132/ 18+Tc
Tc-[L 3/H] .385/128
DRAINAGE AREA:
Qp(10•YEAR)
DEPTH OF RUNOFF:
Q`=(P-.2s)2/P+.8s
P-VALUE:
• CN-VALUE:
s= (1000/CN)-10:
Q*=
Tp=VOLUME/1.39*Qp
10-YEAR 6 HOUR STORM
0.8
7.2
5 MINUTES (POST DEVELOPMENT VALUE)
18 ACRES
104.00
3.9
92
0.87
3.02 INCHES
22.76 MINUTES
0
PROJECT: GARNER RETAIL
DRAINAGE BASIN: C
DRAINAGE POND: D
ESTIMATE PEAK:
Qp=CIA
C-VALUE:
INTENSITY(I):132/18+Tc
Tc-[L 3/H] .385/128
DRAINAGE AREA:
Qp(25-YEAR)
DEPTH OF RUNOFF:

Q*=(P-.2s)2/P+.8s
P-VALUE:
CN-VALUE:
s= (1000/CN)-10:
Q*=
Tp=VOLUME/1.39*Qp
0
25-YEAR 6 HOUR STORM
0.8
8.3
5 MINUTES (POST DEVELOPMENT VALUE)
18
119.31
4.62
92
0.87
3.72 INCHES
24.42 MINUTES
• INFLOW POST DEVELOPMENT
HYDROGRAPH 1 YR 24HR STORM
DRAINAGE AREA: POND -D'
TP 26 MIN TP`1.25
QP 82 CFS
FOR T<1.25TP: USE Qp/2(1-cos(3.14*T/Tp) - EQUATION NO. 1
FOR T>1.25TP: USE 4.34Qp EXP(-1.30(T/Tp) - EQUATION NO. 2
TIME T Q CF/SEC
1 0.29863351
2 1.19018371
3 2.66166293
4 4.69163544
5 7.25052963
6 10.3010688
7 13.7988144
8 17.6928128
9 21.9263385
10 26.4377195
11 31.1612364
12 36.0280793
13 40.9673506
•
14 45.9070975
15 50.7753604
16 55.5012208
17 60.0158349
18 64.2534359
19 68.1522929
20 71.6556091
21 74.7123501
22 77.2779868
23 79.3151444
24 80.7941466
25 81.6934479
26 81.999948
27 81.7091818
28 80.8253851
29 79.3614325
30 77.3386502
31 74.786505
32 71.7421754
33 68.2500094
34 66.6592349
35 63.4082257
36 60.31577
37 57.3741352
38 54.5759656
•
39 51.9142643
40 49.3823758
98026.06
6/18/00
1
2
3
4
5
6
7
32.5
• 41 46.9739689 8
42 44.6830214 9
43 42.5038047 10
44 40.4308697 11
45 38.4590329 12
46 36.5833638 13
47 34.7991721 14
48 33.1019964 15
49 31.487593 16
50 29.951925 17
51 28.4911524 18
52 27.1016225 19
53 25.7798607 20
54 24.5225621 21
55 23.3265826 22
56 22.1889318 23
57 21.1067648 24
58 20.0773757 25
59 19.0981906 26
60 18.1667608 27
61 17.2807574 28
62 16.4379649 29
63 15.6362759 30
64 14.8736858 31
65 14.1482875 32
•
66 13.4582674 33
67 12.8019 34
68 12.1775439 35
69 11.5836381 36
70 11.0186974 37
71 10.4813092 38
72 9.97012972 39
73 9.48388076 40
74 9.02134644 41
75 8.58137018 42
76 8.16285182 43
77 7.76474484 44
78 7.38605376 45
79 7.02583167 46
0
• INFLOW POST DEVELOPMENT
HYDROGRAPH 10 YR STORM
DRAINAGE AREA: POND'D'
TP 22 MIN TP`1.25
QP 104 CFS
•
•
FOR T<1.25TP: USE Qp/2(1-cos(3.14`T/Tp) - EQUATION NO. 1
FOR T>1.25TP: USE 4.34Qp EXP(-1.30(T/Tp) - EQUATION NO. 2
TIME T Q CFISEC
1 0.528749419
2 2.104244757
3 4.694445925
4 8.246677257
5 12.68869874
6 17.93017514
7 23.86451308
8 30.37102881
9 37.31740245
10 44.56236898
11 51.95859101
12 59.35565516
13 66.6031309
14 73.55362984
15 80.06580304
16 86.00721558
17 91.25703983
18 95.70851266
19 99.27110662
20 101.872371
21 103.459405
22 103.999934
23 103.4829656
24 101.919013
25 99.33988154
26 95,79802184
27 91.36546297
28 74.43993213 1
29 70.16864865 2
30 66.14244684 3
31 62.34726418 4
32 58.76984502 5
33 55.39769434 6
34 52.21903405 7
35 49.22276188 8
36 46.39841259 9
37 43.73612144 10
38 41.22658969 11
39 38.86105219 12
40 36.63124669 13
98026.06
10/19/00
27.5
• 45 27.26072619 14
50 20.28724818 15
55 15.09763297 20
60 11.23555641 25
65 8.361425138 30
70 6.222516072 35
75 4.630754402 40
45
50
•
0
INFLOW POST DEVELOPMENT
HYDROGRAPH 25 YR STORM
DRAINAGE AREA: POND'D'
TP 24 MIN TP"1.25
Qp 119 CFS
FOR T<1.25TP: USE Qp/2(1-cos(3.14'T/Tp) - EQUATION NO. 1
FOR T>1.25TP: USE 4.34Qp EXP(-1.30(T/Tp) - EQUATION NO. 2
TIME T) Q CF/SEC
1 0.5085155
2 2.02536997
3 4.52463588
4 7.96359338
5 12.2834605
6 17.410398
7 23.2567713
8 29.7226485
9 36.6975088
10 44.0621311
11 51.6906322
12 59.4526186
• 13
14 67.2154148
74.8463318
15 82.2149345
16 89.1952719
17 95.6680292
18 101.522568
19 106.658817
20 110.988982
21 114.439048
22 116.950043
23 118.479047
24 118.999925
25 118.503772
26 116.999071
27 114.511541
28 111.083701
29 106.774143
30 101.656529
31 86.4440895
32 81.886257
33 77.5687398
34 73.478867
35 69,604636
36 65.9346769
37 62.4582193
38 59.1650606
•
39 56.0455363
40 53.0904913
98026.06
10/19/00
1
2
3
4
5
6
7
8
9
10
30
• 45 45.1277719 11
50 34.4209196 12
55 26.2543365 15
60 20.0253274 20
65 15.2741905 25
70 11.6502912 30
75 8.88618516 35
80 6.77788094 40
85 5.16978538 45
90 3.94322076 50
95 3.00766644 55
100 2.29407835 60
65
70
•
CJ
Hydrograph Report
Pape 1
• HYd. No. 1
1 YR 24HR EVENT
Hydrograph type = Manual
Storm frequency = 1 yrs
English
Peak discharge = 81.00 cfs
Time interval = 5 min
Total Volume = 171,600 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
•
0.08 7.00
0.17 26.00
0.25 50.00
0.33 71.00
0.42 81.00 <<
0.50 77.00
0.58 63.00
0.67 50.00
0.75 38.00
0.83 30.00
0.92 23.00
1.00 18.00
1.08 14.00
1.17 11.00
1.25 8.00
1.33 5.00
End
0
Hydrograph Report
Page 1
Hyd. No. 2
10 YR EVENT
Hydrograph type = Manual
Storm frequency = 10 yrs
English
Peak discharge = 101.00 cfs
Time interval = 5 min
Total Volume = 173,400 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
•
0.08 12.00
0.17 44.00
0.25 80.00
0.33 101.00 «
0.42 99.00
0.50 66.00
0.58 49.00
0.67 36.00
0.75 27.00
0.83 20.00
0.92 15.00
1.00 11.00
1.08 8.00
1.17 6.00
1.25 4.00
End
0
Hydrograph Report
Page 1
• Hyd. No. 3
25 YR EVENT
Hydrograph type = Manual
Storm frequency = 25 yrs
English
Peak discharge = 118.00 cfs
Time interval = 5 min
Total Volume = 230,400 cuft
is
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.08 12.00
0.17 44.00
0.25 82.00
0.33 110.00
0.42 118.00 <<
0.50 101.00
0.58 69.00
0.67 53.00
0.75 45.00
0.83 34.00
0.92 26.00
1.00 20.00
1.08 15.00
1.17 11.00
1.25 8.00
1.33 6.00
1.42 5.00
1.50 4.00
1.58 3.00
1.67 2.00
...End
r-]
L
Hydrograph Report
Page 1
English
Hyd. No. 4
1 YR 24HR ROUT
Hydrograph type = Reservoir Peak discharge = 9.34 cfs
Storm frequency = 1 yrs Time interval = 5 min
Inflow hyd. No. = 1 Reservoir name = POND D
Max. Elevation = 347.10 ft Max. Storage = 259,054 cuft
Storage Indication method used. Total Volume = 92,824 cult
Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.50 77.00 345.49 35.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
0.58 63.00 345.96 36.93 0.12 ----- ----- ----- ----- ----- ----- 0.12
0.67 50.00 346.33 38.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
0.75 38.00 346.61 38.87 0.15 ----- ----- 0.69 ----- ----- ----- 0.84
0.83 30.00 346.81 39.47 0.16 ----- ----- 3.39 ----- ----- ----- 3.55
0.92 23.00 346.95 39.87 0.16 ----- ----- 5.91 ----- ----- ----- 6.08
1.00 18.00 347.04 40.12 0.16 ----- ----- 7.66 ----- ----- ----- 7.83
1.08 14.00 347.08 40.25 0.17 ----- ----- 8.69 ----- ----- ----- 8.85
1.17 11.00 347.10 40.31 0.17 ----- ----- 9.15 ----- ----- ----- 9.32
• 1.25 8.00 347.10 40.31 0.17 ----- ----- 9.17 ----- ----- ----- 9.34 <<
1.33 5.00 347.09 40.27 0.17 ----- ----- 8.81 ----- ----- ----- 8.98
1.42 0.00 347.05 40.16 0.16 ----- ----- 8.00 ----- ----- ----- 8.17
1.50 0.00 347.00 40.03 0.16 ----- ----- 6.98 ----- ----- ----- 7.14
1.58 0.00 346.96 39.90 0.16 ----- ----- 6.13 ----- ----- ----- 6.29
1.67 0.00 346.92 39.80 0.16 ----- ----- 5.38 ----- ----- ----- 5.54
1.75 0.00 346.89 39.70 0.16 ----- ----- 4.75 ----- ----- ----- 4.91
1.83 0.00 346.86 39.61 0.16 ----- ----- 4.23 ----- ----- ----- 4.39
1.92 0.00 346.83 39.54 0.16 ----- ----- 3.77 ----- ----- ----- 3.93
2.00 0.00 346.81 39.47 0.16 ----- ----- 3.36 ----- ----- ----- 3.51
2.08 0.00 346.79 39.40 0.16 ----- ----- 3.02 ----- ----- ----- 3.17
2.17 0.00 346.77 39.35 0.16 ----- ----- 2.73 ----- ----- ----- 2.89
2.25 0.00 346.75 39.30 0.15 ----- ----- 2.48 ----- ----- ----- 2.63
2.33 0.00 346.73 39.25 0.15 ----- ----- 2.24 ----- ----- ----- 2.39
2.42 0.00 346.72 39.21 0.15 ----- ----- 2.03 ----- ----- ----- 2.18
2.50 0.00 346.71 39.17 0.15 ----- ----- 1.83 ----- ----- ----- 1.98
2.58 0.00 346.69 39.13 0.15 ----- ----- 1.67 ----- ----- ----- 1.82
2.67 0.00 346.68 39.10 0.15 ----- ----- 1.54 ----- ----- ----- 1.70
2.75 0.00 346.67 39.07 0.15 ----- ----- 1.43 ----- ----- ----- 1.58
2.83 0.00 346.66 39.04 0.15 ----- ----- 1.32 ----- ----- ----- 1.47
2.92 0.00 346.65 39.01 0.15 ----- ----- 1.21 ----- ----- ----- 1.36
3.00 0.00 346.64 38.99 0.15 ----- ----- 1.12 ----- ----- ----- 1.27
3.08 0.00 346.64 38.96 0.15 ----- ----- 1.03 ----- ----- ----- 1.18
3.17 0.00 346.63 38.94 0.15 ----- ----- 0.95 ----- ----- ----- 1.10
3.25 0.00 346.62 38.92 0.15 ----- ----- 0.87 ----- ----- ----- 1.02
3.33 0.00 346.62 38.90 0.15 -
--
- 0.80 --_-= =____ =____ 0.95
•
3.42 0.00 346.61 38.89 0.15 _
_
?__
_ 0.73 0.88
Continues on next page...
1 YR 24HR ROUT Page 2
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
3.50 0.00 346.60 38.87 0.15 ----- ----- 0.67 ----- ----- ----- 0.82
3.58 0.00 346.60 38.86 0.15 ----- ----- 0.61 ----- ----- ----- 0.76
3.67 0.00 346.59 38.84 0.15 ----- ----- 0.59 ----- ----- ----- 0.73
3.75 0.00 346.59 38.83 0.15 ----- ----- 0.56 ----- ----- ----- 0.71
3.83 0.00 346.59 38.81 0.15 ----- ----- 0.53 ----- ----- ----- 0.68
3.92 0.00 346.58 38.80 0.15 ----- ----- 0.50 ----- ----- ----- 0.65
4.00 0.00 346.58 38.79 0.15 ----- ----- 0.48 ----- ----- ----- 0.63
4.08 0.00 346.57 38.78 0.15 ----- ----- 0.45 ----- ----- ----- 0.60
4.17 0.00 346.57 38.77 0.15 ----- ----- 0.43 ----- ----- ----- 0.58
4.25 0.00 346.57 38.76 0.15 ----- ----- 0.41 ----- ----- ----- 0.56
4.33 0.00 346.56 38.75 0.15 ----- ----- 0.39 ----- ----- ----- 0.53
4.42 0.00 346.56 38.74 0.15 ----- ----- 0.36 ----- ----- ----- 0.51
4.50 0.00 346.56 38.73 0.15 ----- ----- 0.35 ----- ----- ----- 0.49
4.58 0.00 346.55 38.72 0.15 ----- ----- 0.33 ----- ----- ----- 0.47
4.67 0.00 346.55 38.71 0.15 ----- ----- 0.31 ----- ----- ----- 0.45
4.75 0.00 346.55 38.70 0.15 ----- ----- 0.29 ----- ----- ----- 0.44
4.83 0.00 346.54 38.69 0.15 ----- ----- 0.27 ----- ----- ----- 0.42
4.92 0.00 346.54 38.68 0.15 ----- ----- 0.26 ----- ----- ----- 0.40
5.00 0.00 346.54 38.68 0.15 ----- ----- 0.24 ----- ----- ----- 0.39
5.08 0.00 346.54 38.67 0.15 ----- ----- 0.23 ----- ----- ----- 0.37
5.17 0.00 346.53 38.66 0.15 ----- ----- 0.21 ----- ----- ----- 0.36
5.25 0.00 346.53 38.66 0.15 ----- ----- 0.20 ----- ----- ----- 0.34
• 5.33 0.00 346.53 38.65 0.15 ----- ----- 0.18 ----- ----- ----- 0.33
5.42 0.00 346.53 38.64 0.15 ----- ----- 0.17 ----- ----- ----- 0.32
5.50 0.00 346.53 38.64 0.15 ----- ----- 0.16 ----- ----- ----- 0.31
5.58 0.00 346.52 38.63 0.15 ----- ----- 0.15 ----- ----- ----- 0.29
5.67 0.00 346.52 38.63 0.15 ----- ----- 0.14 ----- ----- ----- 0.28
5.75 0.00 346.52 38.62 0.15 ----- ----- 0.12 ----- ----- ----- 0.27
5.83 0.00 346.52 38.62 0.15 ----- ----- 0.11 ----- ----- ----- 0.26
5.92 0.00 346.52 38.61 0.15 ----- ----- 0.10 ----- ----- ----- 0.25
6.00 0.00 346.52 38.61 0.15 ----- ----- 0.09 ----- ----- ----- 0.24
6.08 0.00 346.51 38.60 0.15 ----- ----- 0.08 ----- ----- ----- 0.23
6.17 0.00 346.51 38.60 0.15 ----- ----- 0.08 ----- ----- ----- 0.22
6.25 0.00 346.51 38.59 0.15 ----- ----- 0.07 ----- ----- ----- 0.21
6.33 0.00 346.51 38.59 0.15 ----- ----- 0.06 ----- ----- ----- 0.20
6.42 0.00 346.51 38.59 0.15 ----- ----- 0.05 ----- ----- ----- 0.20
6.50 0.00 346.51 38.58 0.15 ----- ----- 0.04 ----- ----- ----- 0.19
6.58 0.00 346.51 38.58 0.15 ----- ----- 0.04 ----- ----- ----- 0.18
6.67 0.00 346.50 38.57 0.15 ----- ----- 0.03 ----- ----- ----- 0.17
6.75 0.00 346.50 38.57 0.15 ----- ----- 0.02 ----- ----- ----- 0.17
6.83 0.00 346.50 38.57 0.15 ----- ----- 0.02 ----- ----- ----- 0.16
6.92 0.00 346.50 38.57 0.15 ----- ----- 0.01 ----- ----- ----- 0.15
7.00 0.00 346.50 38.56 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.08 0.00 346.50 38.56 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.17 0.00 346.50 38.56 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.25 0.00 346.50 38.55 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.33 0.00 346.50 38.55 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.42 0.00 346.50 38.55 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
• 7.50 0.00 346.49 38.55 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
Continues on next page...
1 YR 24HR ROUT Page 3
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
7.58 0.00 346.49 38.54 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.67 0.00 346.49 38.54 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.75 0.00 346.49 38.54 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.83 0.00 346.49 38.53 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.92 0.00 346.49 38.53 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
8.00 0.00 346.49 38.53 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
8.08 0.00 346.49 38.53 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.17 0.00 346.49 38.52 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.25 0.00 346.49 38.52 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.33 0.00 346.49 38.52 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.42 0.00 346.48 38.52 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.50 0.00 346.48 38.51 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.58 0.00 346.48 38.51 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.67 0.00 346.48 38.51 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.75 0.00 346.48 38.50 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.83 0.00 346.48 38.50 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.92 0.00 346.48 38.50 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.00 0.00 346.48 38.50 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.08 0.00 346.48 38.49 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.17 0.00 346.48 38.49 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.25 0.00 346.48 38.49 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.33 0.00 346.47 38.48 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
• 9.42 0.00 346.47 38.48 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.50 0.00 346.47 38.48 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.58 0.00 346.47 38.48 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.67 0.00 346.47 38.47 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.75 0.00 346.47 38.47 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.83 0.00 346.47 38.47 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.92 0.00 346.47 38.47 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.00 0.00 346.47 38.46 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.08 0.00 346.47 38.46 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.17 0.00 346.47 38.46 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.25 0.00 346.46 38.45 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.33 0.00 346.46 38.45 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.42 0.00 346.46 38.45 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.50 0.00 346.46 38.45 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.58 0.00 346.46 38.44 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.67 0.00 346.46 38.44 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.75 0.00 346.46 38.44 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.83 0.00 346.46 38.44 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.92 0.00 346.46 38.43 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.00 0.00 346.46 38.43 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.08 0.00 346.45 38.43 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.17 0.00 346.45 38.42 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.25 0.00 346.45 38.42 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.33 0.00 346.45 38.42 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.42 0.00 346.45 38.42 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.50 0.00 346.45 38.41 0.14 - 0.00 -
- 0.14
•
11.58 0.00 346.45 38.41 0.14 _?_?_ _=__ 0.00 __=?_
____ ____ 0.14
Continues on next page...
1 YR 24HR ROUT Page 4
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
11.67 0.00 346.45 38.41 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.75 0.00 346.45 38.40 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.83 0.00 346.45 38.40 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.92 0.00 346.45 38.40 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.00 0.00 346.44 38.40 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.08 0.00 346.44 38.39 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.17 0.00 346.44 38.39 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.25 0.00 346.44 38.39 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.33 0.00 346.44 38.39 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.42 0.00 346.44 38.38 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.50 0.00 346.44 38.38 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.58 0.00 346.44 38.38 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.67 0.00 346.44 38.37 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.75 0.00 346.44 38.37 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.83 0.00 346.44 38.37 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.92 0.00 346.43 38.37 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.00 0.00 346.43 38.36 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.08 0.00 346.43 38.36 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.17 0.00 346.43 38.36 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.25 0.00 346.43 38.36 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.33 0.00 346.43 38.35 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.42 0.00 346.43 38.35 0.14 - 0.00 ---
-
--
- 0.14
• 13.50 0.00 346.43 38.35 0.14 _
_== ?___= 0.00 __
_
_
_
=__ 0.14
13.58 0.00 346.43 38.34 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.67 0.00 346.43 38.34 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.75 0.00 346.43 38.34 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.83 0.00 346.42 38.34 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.92 0.00 346.42 38.33 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.00 0.00 346.42 38.33 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.08 0.00 346.42 38.33 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.17 0.00 346.42 38.33 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.25 0.00 346.42 38.32 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.33 0.00 346.42 38.32 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.42 0.00 346.42 38.32 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.50 0.00 346.42 38.31 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.58 0.00 346.42 38.31 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.67 0.00 346.42 38.31 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.75 0.00 346.41 38.31 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.83 0.00 346.41 38.30 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.92 0.00 346.41 38.30 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.00 0.00 346.41 38.30 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.08 0.00 346.41 38.30 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.17 0.00 346.41 38.29 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.25 0.00 346.41 38.29 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.33 0.00 346.41 38.29 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.42 0.00 346.41 38.28 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.50 0.00 346.41 38.28 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.58 0.00 346.41 38.28 0.14 0.00 -
-
-
- 0.14
• 15.67 0.00 346.40 38.28 0.14 _____ _____ 0.00 _=_
=
___
_
___ 0.14
Continues on next page...
I YR 24HR ROUT
Page 5
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
15.75 0.00 346.40 38.27 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.83 0.00 346.40 38.27 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.92 0.00 346.40 38.27 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
16.00 0.00 346.40 38.27 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
16.08 0.00 346.40 38.26 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.17 0.00 346.40 38.26 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.25 0.00 346.40 38.26 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.33 0.00 346.40 38.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.42 0.00 346.40 38.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.50 0.00 346.40 38.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.58 0.00 346.39 38.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.67 0.00 346.39 38.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.75 0.00 346.39 38.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.83 0.00 346.39 38.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.92 0.00 346.39 38.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.00 0.00 346.39 38.23 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.08 0.00 346.39 38.23 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.17 0.00 346.39 38.23 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.25 0.00 346.39 38.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.33 0.00 346.39 38.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.42 0.00 346.39 38.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.50
17.58 0.00
0.00 346.38
346.38 38.22
38.21 0.14
0.14 ----- -----
----- ----- -----
----- ----- ----- -----
----- ----- ----- 0.14
0.14
17.67 0.00 346.38 38.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.75 0.00 346.38 38.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.83 0.00 346.38 38.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.92 0.00 346.38 38.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.00 0.00 346.38 38.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.08 0.00 346.38 38.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.17 0.00 346.38 38.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.25 0.00 346.38 38.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.33 0.00 346.38 38.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.42 0.00 346.37 38.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.50 0.00 346.37 38.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.58 0.00 346.37 38.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.67 0.00 346.37 38.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.75 0.00 346.37 38.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.83 0.00 346.37 38.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.92 0.00 346.37 38.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.00 0.00 346.37 38.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.08 0.00 346.37 38.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.17 0.00 346.37 38.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.25 0.00 346.37 38.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.33 0.00 346.36 38.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.42 0.00 346.36 38.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.50 0.00 346.36 38.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.58 0.00 346.36 38.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.67 0.00 346.36 38.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.75 0.00 346.36 38.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
Continues on next page...
1 YR 24HR ROUT Page 6
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.83 0.00 346.36 38.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.92 0.00 346.36 38.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.00 0.00 346.36 38.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.08 0.00 346.36 38.13 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.17 0.00 346.36 38.13 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.25 0.00 346.35 38.13 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.33 0.00 346.35 38.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.42 0.00 346.35 38.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.50 0.00 346.35 38.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.58 0.00 346.35 38.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.67 0.00 346.35 38.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.75 0.00 346.35 38.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.83 0.00 346.35 38.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.92 0.00 346.35 38.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.00 0.00 346.35 38.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.08 0.00 346.35 38.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.17 0.00 346.34 38.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.25 0.00 346.34 38.10 0.14
----- ----- ----- -----
----- -----
0.14
21.33 0.00 346.34 38.09 0.14
----- ----- ----- ----- -----
-----
0.14
21.42 0.00 346.34 38.09 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.50 0.00 346.34 38.09 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.58 0.00 346.34 38.08 0.14 -
- 0.14
• 21.67 0.00 346.34 38.08 0.14 __=__ _____
?____ ____= _=___ =_
_ 0.14
21.75 0.00 346.34 38.08 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.83 0.00 346.34 38.08 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.92 0.00 346.34 38.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.00 0.00 346.34 38.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.08 0.00 346.34 38.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.17 0.00 346.33 38.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.25 0.00 346.33 38.06 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.33 0.00 346.33 38.06 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.42 0.00 346.33 38.06 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.50 0.00 346.33 38.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.58 0.00 346.33 38.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.67 0.00 346.33 38.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.75 0.00 346.33 38.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.83 0.00 346.33 38.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.92 0.00 346.33 38.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.00 0.00 346.33 38.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.08 0.00 346.32 38.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.17 0.00 346.32 38.03 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.25 0.00 346.32 38.03 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.33 0.00 346.32 38.03 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.42 0.00 346.32 38.03 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.50 0.00 346.32 38.02 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.58 0.00 346.32 38.02 0.14
----- ----- ----- ----- -----
-----
0.14
23.67 0.00 346.32 38.02 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.75 0.00 346.32 38.01 0.14 0.14
• 23.83 0.00 346.32 38.01 0.14 ----- ----- ----- ----- ----- ----- 0,14
Continues on next page...
I YR 24HR ROUT
• Hydrograph Discharge Table
Page 7
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.92 0.00 346.32 38.01 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.00 0.00 346.31 38.01 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.08 0.00 346.31 38.00 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.17 0.00 346.31 38.00 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.25 0.00 346.31 38.00 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.33 0.00 346.31 38.00 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.42 0.00 346.31 37.99 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.50 0.00 346.31 37.99 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.58 0.00 346.31 37.99 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.67 0.00 346.31 37.99 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.75 0.00 346.31 37.98 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.83 0.00 346.31 37.98 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.92 0.00 346.30 37.98 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.00 0.00 346.30 37.97 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.08 0.00 346.30 37.97 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.17 0.00 346.30 37.97 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.25 0.00 346.30 37.97 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.33 0.00 346.30 37.96 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.42 0.00 346.30 37.96 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.50 0.00 346.30 37.96 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.58 0.00 346.30 37.96 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.67 0.00 346.30 37.95 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 25.75 0.00 346.30 37.95 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.83 0.00 346.30 37.95 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.92 0.00 346.29 37.95 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.00 0.00 346.29 37.94 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.08 0.00 346.29 37.94 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.17 0.00 346.29 37.94 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.25 0.00 346.29 37.93 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.33 0.00 346.29 37.93 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.42 0.00 346.29 37.93 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.50 0.00 346.29 37.93 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.58 0.00 346.29 37.92 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.67 0.00 346.29 37.92 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.75 0.00 346.29 37.92 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.83 0.00 346.28 37.92 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.92 0.00 346.28 37.91 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.00 0.00 346.28 37.91 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.08 0.00 346.28 37.91 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.17 0.00 346.28 37.91 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.25 0.00 346.28 37.90 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.33 0.00 346.28 37.90 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.42 0.00 346.28 37.90 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.50 0.00 346.28 37.89 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.58 0.00 346.28 37.89 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.67 0.00 346.28 37.89 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.75 0.00 346.27 37.89 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.83 0.00 346.27 37.88 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 27.92 0.00 346.27 37.88 0.14 ----- ----- ----- ----- ----- ----- 0.14
Continues on next page...
1 YR 24HR ROUT
• Hydrograph Discharge Table
Page 8
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
28.00 0.00 346.27 37.88 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.08 0.00 346.27 37.88 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.17 0.00 346.27 37.87 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.25 0.00 346.27 37.87 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.33 0.00 346.27 37.87 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.42 0.00 346.27 37.87 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.50 0.00 346.27 37.86 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.58 0.00 346.27 37.86 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.67 0.00 346.27 37.86 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.75 0.00 346.26 37.86 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.83 0.00 346.26 37.85 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.92 0.00 346.26 37.85 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.00 0.00 346.26 37.85 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.08 0.00 346.26 37.84 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.17 0.00 346.26 37.84 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.25 0.00 346.26 37.84 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.33 0.00 346.26 37.84 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.42 0.00 346.26 37.83 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.50 0.00 346.26 37.83 0.14 - --- ----- ----- ----- ----- ----- 0.14
29.58 0.00 346.26 37.83 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.67 0.00 346.25 37.83 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.75 0.00 346.25 37,82 0.14 ----- ----- ----- ----- ----- ----- 0
14
• 29.83 0.00 346.25 37.82 0.14 ----- ----- ----- ----- ----- ----- .
0.14
29.92 0.00 346.25 37.82 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.00 0.00 346.25 37.82 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.08 0.00 346.25 37.81 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.17 0.00 346.25 37.81 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.25 0.00 346.25 37.81 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.33 0.00 346.25 37.80 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.42 0.00 346.25 37.80 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.50 0.00 346.25 37.80 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.58 0.00 346.25 37.80 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.67 0.00 346.24 37.79 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.75 0.00 346.24 37.79 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.83 0.00 346.24 37.79 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.92 0.00 346.24 37.79 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.00 0.00 346.24 37.78 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.08 0.00 346.24 37.78 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.17 0.00 346.24 37.78 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.25 0.00 346.24 37.78 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.33 0.00 346.24 37.77 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.42 0.00 346.24 37.77 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.50 0.00 346.24 37.77 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.58 0.00 346.23 37,77 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.67 0.00 346.23 37.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.75 0.00 346.23 37.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.83 0.00 346.23 37.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.92 0.00 346.23 37.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.00 0.00 346.23 37.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
1 YR 24HR ROUT Page 9
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
32.08 0.00 346.23 37.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.17 0.00 346.23 37.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.25 0.00 346.23 37.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.33 0.00 346.23 37.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.42 0.00 346.23 37.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.50 0.00 346.23 37.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.58 0.00 346.22 37.73 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.67 0.00 346.22 37.73 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.75 0.00 346.22 37.73 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.83 0.00 346.22 37.73 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.92 0.00 346.22 37.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.00 0.00 346.22 37.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.08 0.00 346.22 37.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.17 0.00 346.22 37.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.25 0.00 346.22 37.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.33 0.00 346.22 37.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.42 0.00 346.22 37.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.50 0.00 346.21 37.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.58 0.00 346.21 37.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.67 0.00 346.21 37.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.75 0.00 346.21 37.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.83 0.00 346.21 37.69 0.13 _____ ___-_
-
-
-- 0.13
•
33.92 0.00 346.21 37.69 0.13 _____ =_
_
_____ __
_ 0.13
34.00 0.00 346.21 37.69 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.08 0.00 346.21 37.69 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.17 0.00 346.21 37.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.25 0.00 346.21 37.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.33 0.00 346.21 37.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.42 0.00 346.21 37.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.50 0.00 346.20 37.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.58 0.00 346.20 37.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.67 0.00 346.20 37.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.75 0.00 346.20 37.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.83 0.00 346.20 37.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.92 0.00 346.20 37.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.00 0.00 346.20 37.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.08 0.00 346.20 37.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.17 0.00 346.20 37.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.25 0.00 346.20 37.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.33 0.00 346.20 37.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.42 0.00 346.20 37.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.50 0.00 346.19 37.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.58 0.00 346.19 37.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.67 0.00 346.19 37.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.75 0.00 346.19 37.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.83 0.00 346.19 37.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.92 0.00 346.19 37.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.00 0.00 346.19 37.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 36.08 0.00 346.19 37.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
1 YR 24HR ROUT
• Hydrograph Discharge Table
Page 10
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
36.17 0.00 346.19 37.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.25 0.00 346.19 37.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.33 0.00 346.19 37.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.42 0.00 346.18 37.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.50 0.00 346.18 37.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.58 0.00 346.18 37.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.67 0.00 346.18 37.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.75 0.00 346.18 37.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.83 0.00 346.18 37.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.92 0.00 346.18 37.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.00 0.00 346.18 37.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.08 0.00 346.18 37.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.17 0.00 346.18 37.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.25 0.00 346.18 37.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.33 0.00 346.18 37.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.42 0.00 346.17 37.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.50 0.00 346.17 37.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.58 0.00 346.17 37.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.67 0.00 346.17 37.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.75 0.00 346.17 37.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.83 0.00 346.17 37.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.92 0.00 346.17 37.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 38.00 0.00 346.17 37.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.08 0.00 346.17 37.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.17 0.00 346.17 37.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.25 0.00 346.17 37.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.33 0.00 346.17 37.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.42 0.00 346.16 37.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.50 0.00 346.16 37.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.58 0.00 346.16 37.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.67 0.00 346.16 37.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.75 0.00 346.16 37.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.83 0.00 346.16 37.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.92 0.00 346.16 37.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.00 0.00 346.16 37.53 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.08 0.00 346.16 37.53 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.17 0.00 346.16 37.53 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.25 0.00 346.16 37.53 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.33 0.00 346.16 37.52 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.42 0.00 346.15 37.52 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.50 0.00 346.15 37.52 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.58 0.00 346.15 37.52 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.67 0.00 346.15 37.51 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.75 0.00 346.15 37.51 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.83 0.00 346.15 37.51 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.92 0.00 346.15 37.51 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.00 0.00 346.15 37.50 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.08 0.00 346.15 37.50 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 40.17 0.00 346.15 37.50 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
1 YR 24HR ROUT
0 Hydrograph Discharge Table
Page 11
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
40.25 0.00 346.15 37.49 0.13
----- ----- -----
----- -----
-----
0.13
40.33 0.00 346.14 37.49 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.42 0.00 346.14 37.49 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.50 0.00 346.14 37.49 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.58 0.00 346.14 37.48 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.67 0.00 346.14 37.48 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.75 0.00 346.14 37.48 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.83 0.00 346.14 37.48 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.92 0.00 346.14 37.47 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.00 0.00 346.14 37.47 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.08 0.00 346.14 37.47 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.17 0.00 346.14 37.47 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.25 0.00 346.14 37.46 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.33 0.00 346.13 37.46 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.42 0.00 346.13 37.46 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.50 0.00 346.13 37.46 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.58 0.00 346.13 37.45 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.67 0.00 346.13 37.45 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.75 0.00 346.13 37.45 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.83 0.00 346.13 37.45 0.13
----- ----- ----- -----
-----
-----
0.13
41.92 0.00 346.13 37.44 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.00 0.00 346.13 37.44 0.13 0.13
42.08 0.00 346.13 37.44 0.13 __?__ _____ _=___ _____ ____ _____ 0.13
42.17 0.00 346.13 37.44 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.25 0.00 346.13 37.43 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.33 0.00 346.12 37.43 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.42 0.00 346.12 37.43 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.50 0.00 346.12 37.43 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.58 0.00 346.12 37.42 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.67 0.00 346.12 37.42 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.75 0.00 346.12 37.42 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.83 0.00 346.12 37.42 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.92 0.00 346.12 37.41 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.00 0.00 346.12 37.41 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.08 0.00 346.12 37.41 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.17 0.00 346.12 37.41 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.25 0.00 346.12 37.40 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.33 0.00 346.11 37.40 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.42 0.00 346.11 37.40 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.50 0.00 346.11 37.40 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.58 0.00 346.11 37.39 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.67 0.00 346.11 37.39 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.75 0.00 346.11 37.39 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.83 0.00 346.11 37.38 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.92 0.00 346.11 37.38 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.00 0.00 346.11 37.38 0.13
----- ----- ----- -----
-----
-----
0.13
44.08 0.00 346.11 37.38 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.17 0.00 346.11 37.37 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 44.25 0.00 346.11 37.37 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
1 YR 24HR ROUT Page 12
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
44.33 0.00 346.10 37.37 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.42 0.00 346.10 37.37 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.50 0.00 346.10 37.36 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.58 0.00 346.10 37.36 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.67 0.00 346.10 37.36 0.13
----- ----- ----- -----
----- -----
0.13
44.75 0.00 346.10 37.36 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.83 0.00 346.10 37.35 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.92 0.00 346.10 37.35 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.00 0.00 346.10 37.35 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.08 0.00 346.10 37.35 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.17 0.00 346.10 37.34 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.25 0.00 346.10 37.34 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.33 0.00 346.09 37.34 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.42 0.00 346.09 37.34 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.50 0.00 346.09 37.33 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.58 0.00 346.09 37.33 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.67 0.00 346.09 37.33 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.75 0.00 346.09 37.33 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.83 0.00 346.09 37.32 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.92 0.00 346.09 37.32 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.00 0.00 346.09 37.32 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.08 0.00 346.09 37.32 0.13 ___ _____
- 0.13
•
46.17 0.00 346.09 37.31 0.13 __ ?_
_____ _____ _____ __ 0.13
46.25 0.00 346.09 37.31 0.13
----- ----- ----- -----
----- -----
0.13
46.33 0.00 346.08 37.31 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.42 0.00 346.08 37.31 0.13
----- ----- ----- -----
----- -----
0.13
46.50 0.00 346.08 37.30 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.58 0.00 346.08 37.30 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.67 0.00 346.08 37.30 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.75 0.00 346.08 37.30 0.13
----- ----- ----- ----- -----
-----
0.13
46.83 0.00 346.08 37.29 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.92 0.00 346.08 37.29 0.13
----- ----- ----- ----- -----
-----
0.13
47.00 0.00 346.08 37.29 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.08 0.00 346.08 37.29 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.17 0.00 346.08 37.28 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.25 0.00 346.08 37.28 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.33 0.00 346.07 37.28 0.13
----- ----- ----- -----
----- -----
0.13
47.42 0.00 346.07 37.28 0.13 ----- ----- ----- ----- ----- 0.13
47.50 0.00 346.07 37.27 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.58 0.00 346.07 37.27 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.67 0.00 346.07 37.27 0.13 ----- ----- ----- ----- ----- 0.13
47.75 0.00 346.07 37.27 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.83 0.00 346.07 37.26 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.92 0.00 346.07 37.26 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.00 0.00 346.07 37.26 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.08 0.00 346.07 37.26 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.17 0.00 346.07 37.25 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.25 0.00 346.07 37.25 0.13 --
-
- 0.13
•
48.33 0.00 346.06 37.25 0.13 _____ _____ _____ ___-?
_
__ __
? 0.13
Continues on next page...
1 YR 24HR ROUT
• Hydrograph Discharge Table
Page 13
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
48.42 0.00 346.06 37.25 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.50 0.00 346.06 37.24 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.58 0.00 346.06 37.24 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.67 0.00 346.06 37.24 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.75 0.00 346.06 37.24 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.83 0.00 346.06 37.23 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.92 0.00 346.06 37.23 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.00 0.00 346.06 37.23 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.08 0.00 346.06 37.23 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.17 0.00 346.06 37.22 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.25 0.00 346.06 37.22 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.33 0.00 346.06 37.22 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.42 0.00 346.05 37.21 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.50 0.00 346.05 37.21 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.58 0.00 346.05 37.21 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.67 0.00 346.05 37.21 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.75 0.00 346.05 37.20 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.83 0.00 346.05 37.20 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.92 0.00 346.05 37.20 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.00 0.00 346.05 37.20 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.08 0.00 346.05 37.19 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.17 0.00 346.05 37.19 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 50.25 0.00 346.05 37.19 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.33 0.00 346.05 37.19 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.42 0.00 346.04 37.18 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.50 0.00 346.04 37.18 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.58 0.00 346.04 37.18 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.67 0.00 346.04 37.18 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.75 0.00 346.04 37.17 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.83 0.00 346.04 37.17 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.92 0.00 346.04 37.17 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.00 0.00 346.04 37.17 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.08 0.00 346.04 37.16 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.17 0.00 346.04 37.16 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.25 0.00 346.04 37.16 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.33 0.00 346.04 37.16 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.42 0.00 346.03 37.15 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.50 0.00 346.03 37.15 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.58 0.00 346.03 37.15 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.67 0.00 346.03 37.15 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.75 0.00 346.03 37.14 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.83 0.00 346.03 37.14 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.92 0.00 346.03 37.14 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.00 0.00 346.03 37.14 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.08 0.00 346.03 37.13 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.17 0.00 346.03 37.13 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.25 0.00 346.03 37.13 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.33 0.00 346.03 37.13 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 52.42 0.00 346.02 37.12 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
I YR 24HR ROUT
0 Hydrograph Discharge Table
Page 14
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
52.50 0.00 346.02 37.12 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.58 0.00 346.02 37.12 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.67 0.00 346.02 37.12 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.75 0.00 346.02 37.11 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.83 0.00 346.02 37.11 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.92 0.00 346.02 37.11 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.00 0.00 346.02 37.11 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.08 0.00 346.02 37.10 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.17 0.00 346.02 37.10 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.25 0.00 346.02 37.10 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.33 0.00 346.02 37.10 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.42 0.00 346.02 37.09 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.50 0.00 346.01 37.09 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.58 0.00 346.01 37.09 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.67 0.00 346.01 37.09 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.75 0.00 346.01 37.09 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.83 0.00 346.01 37.08 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.92 0.00 346.01 37.08 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.00 0.00 346.01 37.08 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.08 0.00 346.01 37.08 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.17 0.00 346.01 37.07 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.25 0.00 346.01 37.07 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 54.33 0.00 346.01 37.07 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.42 0.00 346.01 37.07 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.50 0.00 346.00 37.06 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.58 0.00 346.00 37.06 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.67 0.00 346.00 37.06 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.75 0.00 346.00 37.06 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.83 0.00 346.00 37.05 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.92 0.00 346.00 37.05 0.13 ----- ----- ----- ----- ----- ----- 0.13
55.00 0.00 346.00 37.05 0.13 ----- ----- ----- ----- ----- ----- 0.13
55.08 0.00 346.00 37.05 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.17 0.00 346.00 37.04 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.25 0.00 346.00 37.04 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.33 0.00 346.00 37.04 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.42 0.00 346.00 37.03 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.50 0.00 345.99 37.03 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.58 0.00 345.99 37.03 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.67 0.00 345.99 37.03 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.75 0.00 345.99 37.02 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.83 0.00 345.99 37.02 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.92 0.00 345.99 37.02 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.00 0.00 345.99 37.02 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.08 0.00 345.99 37.01 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.17 0.00 345.99 37.01 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.25 0.00 345.99 37.01 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.33 0.00 345.99 37.01 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.42 0.00 345.99 37.00 0.12 ----- ----- ----- ----- ----- ----- 0.12
• 56.50 0.00 345.98 37.00 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
I YR 24HR ROUT
Hydrograph Discharge Table
Page 15
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
56.58 0.00 345.98 37.00 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.67 0.00 345.98 37.00 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.75 0.00 345.98 36.99 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.83 0.00 345.98 36.99 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.92 0.00 345.98 36.99 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.00 0.00 345.98 36.99 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.08 0.00 345.98 36.98 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.17 0.00 345.98 36.98 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.25 0.00 345.98 36.98 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.33 0.00 345.98 36.98 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.42 0.00 345.98 36.97 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.50 0.00 345.97 36.97 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.58 0.00 345.97 36.97 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.67 0.00 345.97 36.96 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.75 0.00 345.97 36.96 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.83 0.00 345.97 36.96 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.92 0.00 345.97 36.96 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.00 0.00 345.97 36.95 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.08 0.00 345.97 36.95 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.17 0.00 345.97 36.95 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.25 0.00 345.97 36.95 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.33 0.00 345.97 36.94 0.12 ----- ----- ----- ----- ----- ----- 0.12
• 58.42 0.00 345.97 36.94 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.50 0.00 345.96 36.94 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.58 0.00 345.96 36.94 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.67 0.00 345.96 36.93 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.75 0.00 345.96 36.93 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.83 0.00 345.96 36.93 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.92 0.00 345.96 36.93 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.00 0.00 345.96 36.92 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.08 0.00 345.96 36.92 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.17 0.00 345.96 36.92 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.25 0.00 345.96 36.92 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.33 0.00 345.96 36.91 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.42 0.00 345.96 36.91 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.50 0.00 345.95 36.91 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.58 0.00 345.95 36.91 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.67 0.00 345.95 36.90 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.75 0.00 345.95 36.90 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.83 0.00 345.95 36.90 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.92 0.00 345.95 36.90 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.00 0.00 345.95 36.89 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.08 0.00 345.95 36.89 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.17 0.00 345.95 36.89 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.25 0.00 345.95 36.89 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.33 0.00 345.95 36.88 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.42 0.00 345.95 36.88 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.50 0.00 345.95 36.88 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.58 0.00 345.94 36.87 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
1 YR 24HR ROUT
• Hydrograph Discharge Table
Page 16
Time Inflow Elevation Civ A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
60.67 0.00 345.94 36.87 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.75 0.00 345.94 36.87 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.83 0.00 345.94 36.87 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.92 0.00 345.94 36.86 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.00 0.00 345.94 36.86 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.08 0.00 345.94 36.86 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.17 0.00 345.94 36.86 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.25 0.00 345.94 36.85 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.33 0.00 345.94 36.85 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.42 0.00 345.94 36.85 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.50 0.00 345.94 36.85 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.58 0.00 345.93 36.84 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.67 0.00 345.93 36.84 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.75 0.00 345.93 36.84 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.83 0.00 345.93 36.84 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.92 0.00 345.93 36.83 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.00 0.00 345.93 36.83 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.08 0.00 345.93 36.83 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.17 0.00 345.93 36.83 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.25 0.00 345.93 36.82 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.33 0.00 345.93 36.82 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.42 0.00 345.93 36.82 0.12 ----- ----- ----- ----- ----- ----- 0.12
•
62.50 0.00 345.93 36.82 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.58 0.00 345.92 36.81 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.67 0.00 345.92 36.81 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.75 0.00 345.92 36.81 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.83 0.00 345.92 36.81 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.92 0.00 345.92 36.80 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.00 0.00 345.92 36.80 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.08 0.00 345.92 36.80 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.17 0.00 345.92 36.80 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.25 0.00 345.92 36.79 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.33 0.00 345.92 36.79 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.42 0.00 345.92 36.79 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.50 0.00 345.92 36.79 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.58 0.00 345.91 36.78 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.67 0.00 345.91 36.78 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.75 0.00 345.91 36.78 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.83 0.00 345.91 36.78 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.92 0.00 345.91 36.77 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.00 0.00 345.91 36.77 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.08 0.00 345.91 36.77 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.17 0.00 345.91 36.77 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.25 0.00 345.91 36.76 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.33 0.00 345.91 36.76 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.42 0.00 345.91 36.76 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.50 0.00 345.91 36.76 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.58 0.00 345.90 36.75 0.12 ----- ----- ----- ----- ----- ----- 0.12
. 64.67 0.00 345.90 36.75 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
1 YR 24HR ROUT
Page 17
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
64.75 0.00 345.90 36.75 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.83 0.00 345.90 36.75 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.92 0.00 345.90 36.74 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.00 0.00 345.90 36.74 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.08 0.00 345.90 36.74 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.17 0.00 345.90 36.74 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.25 0.00 345.90 36.73 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.33 0.00 345.90 36.73 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.42 0.00 345.90 36.73 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.50 0.00 345.90 36.73 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.58 0.00 345.90 36.72 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.67 0.00 345.89 36.72 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.75 0.00 345.89 36.72 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.83 0.00 345.89 36.72 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.92 0.00 345.89 36.71 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.00 0.00 345.89 36.71 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.08 0.00 345.89 36.71 0.12 ----- ----- ----- ----- ----- ----- 0,12
66.17 0.00 345.89 36.71 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.25 0.00 345.89 36.70 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.33 0.00 345.89 36.70 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.42 0.00 345.89 36.70 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.50 0.00 345.89 36.70 0.12 ----- ----- ----- ----- ----- ----- 0
12
• 66.58 0.00 345.89 36.69 0.12 ----- ----- ----- ----- ----- ----- .
0.12
66.67 0.00 345.88 36.69 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.75 0.00 345.88 36.69 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.83 0.00 345.88 36.69 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.92 0.00 345.88 36.68 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.00 0.00 345.88 36.68 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.08 0.00 345.88 36.68 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.17 0.00 345.88 36.68 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.25 0.00 345.88 36.67 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.33 0.00 345.88 36.67 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.42 0.00 345.88 36.67 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.50 0.00 345.88 36.66 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.58 0.00 345.88 36.66 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.67 0.00 345.88 36.66 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.75 0.00 345.87 36.66 0.12 -- -- ----- ----- ----- ----- ----- 0.12
67.83 0.00 345.87 36.65 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.92 0.00 345.87 36.65 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.00 0.00 345.87 36.65 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.08 0.00 345.87 36.65 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.17 0.00 345.87 36.64 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.25 0.00 345.87 36.64 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.33 0.00 345.87 36.64 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.42 0.00 345.87 36.64 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.50 0.00 345.87 36.63 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.58 0.00 345.87 36.63 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.67 0.00 345.87 36.63 0.12 ----- ----- ----- ----- ----- ----- 0.12
• 68.75 0.00 345.86 36.63 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
1 YR 24HR ROUT
• Hydrograph Discharge Table
Page 18
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
68.83 0.00 345.86 36.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.92 0.00 345.86 36.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.00 0.00 345.86 36.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.08 0.00 345.86 36.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.17 0.00 345.86 36.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.25 0.00 345.86 36.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.33 0.00 345.86 36.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.42 0.00 345.86 36.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.50 0.00 345.86 36.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.58 0.00 345.86 36.60 0.12 ----- --- - ----- ----- ----- ----- 0.12
69.67 0.00 345.86 36.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.75 0.00 345.86 36.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.83 0.00 345.85 36.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.92 0.00 345.85 36.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.00 0.00 345.85 36.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.08 0.00 345.85 36.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.17 0.00 345.85 36.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.25 0.00 345.85 36.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.33 0.00 345.85 36.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.42 0.00 345.85 36.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.50 0.00 345.85 36.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.58 0.00 345.85 36.57 0.12 ----- ----- ----- ----- ----- ----- 0
12
• 70.67 0.00 345.85 36.57 0.12 ----- ----- ----- ----- ----- ----- .
0.12
70.75 0.00 345.85 36.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.83 0.00 345.84 36.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.92 0.00 345.84 36.56 0.12 - --- ----- ----- ----- ----- ----- 0.12
71.00 0.00 345.84 36.56 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.08 0.00 345.84 36.56 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.17 0.00 345.84 36.56 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.25 0.00 345.84 36.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.33 0.00 345.84 36.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.42 0.00 345.84 36.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.50 0.00 345.84 36.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.58 0.00 345.84 36.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.67 0.00 345.84 36.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.75 0.00 345.84 36.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.83 0.00 345.84 36.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.92 0.00 345.83 36.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.00 0.00 345.83 36.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.08 0,00 345.83 36.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.17 0.00 345.83 36.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.25 0.00 345.83 36.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.33 0.00 345.83 36.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.42 0.00 345.83 36.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.50 0.00 345.83 36.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.58 0.00 345.83 36.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.67 0.00 345.83 36.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.75 0.00 345.83 36.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
• 72.83 0.00 345.83 36.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
1 YR 24HR ROUT
• Hydrograph Discharge Table
Page 19
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
72.92 0.00 345.82 36.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.00 0.00 345.82 36.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.08 0.00 345.82 36.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.17 0.00 345.82 36.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.25 0.00 345.82 36.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.33 0.00 345.82 36.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.42 0.00 345.82 36.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.50 0.00 345.82 36.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.58 0.00 345.82 36.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.67 0.00 345.82 36.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.75 0.00 345.82 36.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.83 0.00 345.82 36.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.92 0.00 345.82 36.47 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.00 0.00 345.81 36.47 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.08 0.00 345.81 36.47 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.17 0.00 345.81 36.47 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.25 0.00 345.81 36.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.33 0.00 345.81 36.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.42 0.00 345.81 36.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.50 0.00 345.81 36.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.58 0.00 345.81 36.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.67 0.00 345.81 36.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.75 0.00 345.81 36.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.83 0.00 345.81 36.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.92 0.00 345.81 36.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.00 0.00 345.81 36.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.08 0.00 345.80 36.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.17 0.00 345.80 36.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.25 0.00 345.80 36.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.33 0.00 345.80 36.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.42 0.00 345.80 36.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.50 0.00 345.80 36.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.58 0.00 345.80 36.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.67 0.00 345.80 36.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.75 0.00 345.80 36.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.83 0.00 345.80 36.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.92 0.00 345.80 36.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.00 0.00 345.80 36.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.08 0.00 345.80 36.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.17 0.00 345.79 36.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.25 0.00 345.79 36.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.33 0.00 345.79 36.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.42 0.00 345.79 36.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.50 0.00 345.79 36.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.58 0.00 345.79 36.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.67 0.00 345.79 36.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.75 0.00 345.79 36.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.83 0.00 345.79 36.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
• 76.92 0.00 345.79 36.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
I YR 24HR ROUT
• Hydrograph Discharge Table
Page 20
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
77.00 0.00 345.79 36.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.08 0.00 345.79 36.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.17 0.00 345.79 36.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.25 0.00 345.78 36.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.33 0.00 345.78 36.37 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.42 0.00 345.78 36.37 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.50 0.00 345.78 36.37 0.11 ----- ----- ----- ----- ----- ----- 0.11
77.58 0.00 345.78 36.37 0.11 ----- ----- ----- ----- ----- ----- 0.11
77.67 0.00 345.78 36.36 0.11 ----- ----- ----- ----- ----- ----- 0.11
77.75 0.00 345.78 36.36 0.11 ----- ----- ----- ----- ----- ----- 0.11
77.83 0.00 345.78 36.36 0.11 ----- ----- ----- ----- ----- ----- 0.11
77.92 0.00 345.78 36.36 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.00 0.00 345.78 36.35 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.08 0.00 345.78 36.35 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.17 0.00 345.78 36.35 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.25 0.00 345.77 36.35 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.33 0.00 345.77 36.34 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.42 0.00 345.77 36.34 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.50 0.00 345.77 36.34 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.58 0.00 345.77 36.34 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.67 0.00 345.77 36.33 0.11 ----- ----- ----- ----- ----- ----- 0.11

• 78.75
78.83 0.00
0.00 345.77
345.77 36.33
36.33 0.11
0.11 ----- ----- ----- ----- ----- -----
----- ----- ----- ----- ----- ----- 0.11
0.11
78.92 0.00 345.77 36.33 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.00 0.00 345.77 36.32 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.08 0.00 345.77 36.32 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.17 0.00 345.77 36.32 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.25 0.00 345.77 36.32 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.33 0.00 345.77 36.32 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.42 0.00 345.76 36.31 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.50 0.00 345.76 36.31 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.58 0.00 345.76 36.31 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.67 0.00 345.76 36.31 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.75 0.00 345.76 36.30 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.83 0.00 345.76 36.30 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.92 0.00 345.76 36.30 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.00 0.00 345.76 36.30 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.08 0.00 345.76 36.29 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.17 0.00 345.76 36.29 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.25 0.00 345.76 36.29 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.33 0.00 345.76 36.29 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.42 0.00 345.76 36.28 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.50 0.00 345.75 36.28 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.58 0.00 345.75 36.28 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.67 0.00 345.75 36.28 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.75 0.00 345.75 36.27 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.83 0.00 345.75 36.27 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.92 0.00 345.75 36.27 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.00 0.00 345.75 36.27 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
I YR 24HR ROUT
• Hydrograph Discharge Table
Page 21
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
81.08 0.00 345.75 36.26 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.17 0.00 345.75 36.26 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.25 0.00 345.75 36.26 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.33 0.00 345.75 36.26 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.42 0.00 345.75 36.25 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.50 0.00 345.75 36.25 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.58 0.00 345.74 36.25 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.67 0.00 345.74 36.25 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.75 0.00 345.74 36.25 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.83 0.00 345.74 36.24 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.92 0.00 345.74 36.24 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.00 0.00 345.74 36.24 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.08 0.00 345.74 36.24 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.17 0.00 345.74 36.23 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.25 0.00 345.74 36.23 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.33 0.00 345.74 36.23 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.42 0.00 345.74 36.23 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.50 0.00 345.74 36.22 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.58 0.00 345.74 36.22 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.67 0.00 345.73 36.22 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.75 0.00 345.73 36.22 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.83 0.00 345.73 36.21 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 82.92 0.00 345.73 36.21 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.00 0.00 345.73 36.21 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.08 0.00 345.73 36.21 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.17 0.00 345.73 36.20 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.25 0.00 345.73 36.20 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.33 0.00 345.73 36.20 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.42 0.00 345.73 36.20 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.50 0.00 345.73 36.20 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.58 0.00 345.73 36.19 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.67 0.00 345.73 36.19 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.75 0.00 345.72 36.19 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.83 0.00 345.72 36.19 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.92 0.00 345.72 36.18 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.00 0.00 345.72 36.18 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.08 0.00 345.72 36.18 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.17 0.00 345.72 36.18 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.25 0.00 345.72 36.17 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.33 0.00 345.72 36.17 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.42 0.00 345.72 36.17 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.50 0.00 345.72 36.17 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.58 0.00 345.72 36.16 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.67 0.00 345.72 36.16 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.75 0.00 345.72 36.16 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.83 0.00 345.71 36.16 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.92 0.00 345.71 36.15 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.00 0.00 345.71 36.15 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 85.08 0.00 345.71 36.15 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
1 YR 24HR ROUT
Hydrograph Discharge Table
Page 22
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
85.17 0.00 345.71 36.15 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.25 0.00 345.71 36.15 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.33 0.00 345.71 36.14 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.42 0.00 345.71 36.14 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.50 0.00 345.71 36.14 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.58 0.00 345.71 36.14 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.67 0.00 345.71 36.13 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.75 0.00 345.71 36.13 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.83 0.00 345.71 36.13 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.92 0.00 345.71 36.13 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.00 0.00 345.70 36.12 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.08 0.00 345.70 36.12 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.17 0.00 345.70 36.12 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.25 0.00 345.70 36.12 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.33 0.00 345.70 36.11 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.42 0.00 345.70 36.11 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.50 0.00 345.70 36.11 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.58 0.00 345.70 36.11 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.67 0.00 345.70 36.10 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.75 0.00 345.70 36.10 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.83 0.00 345.70 36.10 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.92 0.00 345.70 36.10 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 87.00 0.00 345.70 36.10 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.08 0.00 345.69 36.09 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.17 0.00 345.69 36.09 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.25 0.00 345.69 36.09 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.33 0.00 345.69 36.09 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.42 0.00 345.69 36.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.50 0.00 345.69 36.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.58 0.00 345.69 36.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.67 0.00 345.69 36.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.75 0.00 345.69 36.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.83 0.00 345.69 36.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.92 0.00 345.69 36.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.00 0.00 345.69 36.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.08 0.00 345.69 36.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.17 0.00 345.68 36.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.25 0.00 345.68 36.06 0.11 ----- ----- ----- ----- ----- 0.11
88.33 0.00 345.68 36.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.42 0.00 345.68 36.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.50 0.00 345.68 36.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.58 0.00 345.68 36.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.67 0.00 345.68 36.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.75 0.00 345.68 36.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.83 0.00 345.68 36.04 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.92 0.00 345.68 36.04 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.00 0.00 345.68 36.04 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.08 0.00 345.68 36.04 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 89.17 0.00 345.68 36.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
I YR 24HR ROUT
Page 23
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
89.25 0.00 345.68 36.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.33 0.00 345.67 36.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.42 0.00 345.67 36.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.50 0.00 345.67 36.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.58 0.00 345.67 36.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.67 0.00 345.67 36.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.75 0.00 345.67 36.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.83 0.00 345.67 36.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.92 0.00 345.67 36.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.00 0.00 345.67 36.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.08 0.00 345.67 36.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.17 0.00 345.67 36.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.25 0.00 345.67 36.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.33 0.00 345.67 36.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.42 0.00 345.67 36.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.50 0.00 345.66 36.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.58 0.00 345.66 35.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.67 0.00 345.66 35.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.75 0.00 345.66 35.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.83 0.00 345.66 35.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.92 0.00 345.66 35.98 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.00 0.00 345.66 35.98 0.11 ----- ----- ----- ----- ----- ----- 11
0
• 91.08 0.00 345.66 35.98 0.11 ----- ----- ----- ----- ----- ----- .
0.11
91.17 0.00 345.66 35.98 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.25 0.00 345.66 35.98 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.33 0.00 345.66 35.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.42 0.00 345.66 35.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.50 0.00 345.66 35.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.58 0.00 345.65 35.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.67 0.00 345.65 35.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.75 0.00 345.65 35.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.83 0.00 345.65 35.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.92 0.00 345.65 35.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.00 0.00 345.65 35.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.08 0.00 345.65 35.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.17 0.00 345.65 35.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.25 0.00 345.65 35.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.33 0.00 345.65 35.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.42 0.00 345.65 35.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.50 0.00 345.65 35.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.58 0.00 345.65 35.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.67 0.00 345.65 35.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.75 0.00 345.64 35.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.83 0.00 345.64 35.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.92 0.00 345.64 35.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.00 0.00 345.64 35.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.08 0.00 345.64 35.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.17 0.00 345.64 35.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.25 0.00 345.64 35.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
I YR 24HR ROUT
is Hydrograph Discharge Table
Page 24
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
93.33 0.00 345.64 35.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.42 0.00 345.64 35.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.50 0.00 345.64 35.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.58 0.00 345.64 35.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.67 0.00 345.64 35.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.75 0.00 345.64 35.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.83 0.00 345.64 35.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.92 0.00 345.63 35.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.00 0.00 345.63 35.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.08 0.00 345.63 35.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.17 0.00 345.63 35.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.25 0.00 345.63 35.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.33 0.00 345.63 35.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.42 0.00 345.63 35.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.50 0.00 345.63 35.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.58 0.00 345.63 35.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.67 0.00 345.63 35.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.75 0.00 345.63 35.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.83 0.00 345.63 35.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.92 0.00 345.63 35.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.00 0.00 345.63 35.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.08 0.00 345.62 35.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 95.17 0.00 345.62 35.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.25 0.00 345.62 35.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.33 0.00 345.62 35.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.42 0.00 345.62 35.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.50 0.00 345.62 35.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.58 0.00 345.62 35.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.67 0.00 345.62 35.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.75 0.00 345.62 35.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.83 0.00 345.62 35.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.92 0.00 345.62 35.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.00 0.00 345.62 35.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.08 0.00 345.62 35.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.17 0.00 345.61 35.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.25 0.00 345.61 35.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.33 0.00 345.61 35.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.42 0.00 345.61 35.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.50 0.00 345.61 35.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.58 0.00 345.61 35.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.67 0.00 345.61 35.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.75 0.00 345.61 35.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.83 0.00 345.61 35.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.92 0.00 345.61 35.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.00 0.00 345.61 35.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.08 0.00 345.61 35.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.17 0.00 345.61 35.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.25 0.00 345.61 35.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.33 0.00 345.60 35.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
1 YR 24HR ROUT
• Hydrograph Discharge Table
Page 25
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
97.42 0.00 345.60 35.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.50 0.00 345.60 35.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.58 0.00 345.60 35.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.67 0.00 345.60 35.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.75 0.00 345.60 35.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.83 0.00 345.60 35.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.92 0.00 345.60 35.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.00 0.00 345.60 35.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.08 0.00 345.60 35.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.17 0.00 345.60 35.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.25 0.00 345.60 35.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.33 0.00 345.60 35.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.42 0.00 345.60 35.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.50 0.00 345.59 35.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.58 0.00 345.59 35.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.67 0.00 345.59 35.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.75 0.00 345.59 35.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.83 0.00 345.59 35.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.92 0.00 345.59 35.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.00 0.00 345.59 35.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.08 0.00 345.59 35.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 99.17
99.25 0.00
0.00 345.59
345.59 35.76
35.76 0.11
0.11 ----- ----- ----- ----- ----- -----
----- ----- ----- ----- ----- ----- 0.11
0.11
99.33 0.00 345.59 35.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.42 0.00 345.59 35.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.50 0.00 345.59 35.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.58 0.00 345.59 35.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.67 0.00 345.59 35.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.75 0.00 345.58 35.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.83 0.00 345.58 35.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.92 0.00 345.58 35.74 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.00 0.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.08 0.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.17 0.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.25 0.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.33 0.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.42 0.00 345.58 35.72 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.50 0.00 345.58 35.72 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.58 0.00 345.58 35.72 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.67 0.00 345.58 35.72 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.75 0.00 345.58 35.71 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.83 0.00 345.58 35.71 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.92 0.00 345.57 35.71 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.00 0.00 345.57 35.71 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.08 0.00 345.57 35.71 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.17 0.00 345.57 35.70 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.25 0.00 345.57 35.70 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.33 0.00 345.57 35.70 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 101.42 0.00 345.57 35.70 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
1 YR 24HR ROUT
• Hydrograph Discharge Table
Page 26
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
101.50 0.00 345.57 35.69 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.58 0.00 345.57 35.69 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.67 0.00 345.57 35.69 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.75 0.00 345.57 35.69 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.83 0.00 345.57 35.69 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.92 0.00 345.57 35.68 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.00 0.00 345.57 35.68 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.08 0.00 345.56 35.68 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.17 0.00 345.56 35.68 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.25 0.00 345.56 35.67 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.33 0.00 345.56 35.67 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.42 0.00 345.56 35.67 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.50 0.00 345.56 35.67 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.58 0.00 345.56 35.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.67 0.00 345.56 35.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.75 0.00 345.56 35.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.83 0.00 345.56 35.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.92 0.00 345.56 35.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.00 0.00 345.56 35.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.08 0.00 345.56 35.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.17 0.00 345.56 35.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.25 0.00 345.55 35.65 0.10 -
- 0.10
•
103.33 0.00 345.55 35.64 0.10 _____ _?___
?__=_ _____ ___?
____ 0.10
103.42 0.00 345.55 35.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.50 0.00 345.55 35.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.58 0.00 345.55 35.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.67 0.00 345.55 35.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.75 0.00 345.55 35.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.83 0.00 345.55 35.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.92 0.00 345.55 35.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.00 0.00 345.55 35.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.08 0.00 345.55 35.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.17 0.00 345.55 35.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.25 0.00 345.55 35.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.33 0.00 345.55 35.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.42 0.00 345.55 35.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.50 0.00 345.54 35.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.58 0.00 345.54 35.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.67 0.00 345.54 35.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.75 0.00 345.54 35.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.83 0.00 345.54 35.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.92 0.00 345.54 35.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.00 0.00 345.54 35.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.08 0.00 345.54 35.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.17 0.00 345.54 35.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.25 0.00 345.54 35.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.33 0.00 345.54 35.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.42 0.00 345.54 35.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 105.50 0.00 345.54 35.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
1 YR 24HR ROUT
0 Hydrograph Discharge Table
Page 27
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
105.58 0.00 345.54 35.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.67 0.00 345.53 35.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.75 0.00 345.53 35.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.83 0.00 345.53 35.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.92 0.00 345.53 35.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.00 0.00 345.53 35.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.08 0.00 345.53 35.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.17 0.00 345.53 35.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.25 0.00 345,53 35.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
106,33 0.00 345.53 35.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.42 0.00 345.53 35.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.50 0.00 345.53 35.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.58 0.00 345.53 35.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.67 0,00 345.53 35.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.75 0.00 345.53 35.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.83 0.00 345.53 35.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.92 0.00 345.52 35.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.00 0.00 345.52 35.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.08 0.00 345.52 35.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.17 0.00 345.52 35.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.25 0.00 345.52 35.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.33 0.00 345.52 35.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 107.42 0.00 345.52 35.54 0.10 ----- ----- ----- ----- ----- ----- 0,10
107.50 0.00 345.52 35.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.58 0.00 345.52 35,53 0.10 ----- ----- ----- ----- ----- ----- 0.10
107,67 0.00 345.52 35.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
107,75 0.00 345.52 35,53 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.83 0.00 345.52 35.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.92 0.00 345.52 35.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.00 0.00 345.52 35.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
108,08 0.00 345.51 35.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.17 0.00 345.51 35.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.25 0.00 345.51 35.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.33 0.00 345.51 35.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.42 0.00 345.51 35.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.50 0.00 345.51 35,51 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.58 0.00 345.51 35.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.67 0.00 345.51 35.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.75 0.00 345.51 35.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.83 0.00 345.51 35.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.92 0.00 345.51 35.50 0,10 ----- ----- ----- ----- ----- ----- 0.10
109,00 0.00 345.51 35.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.08 0,00 345.51 35.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.17 0.00 345.51 35.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.25 0,00 345.51 35.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.33 0.00 345.50 35.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.42 0.00 345.50 35.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.50 0.00 345.50 35.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 109.58 0.00 345.50 35.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
I YR 24HR ROUT Page 28
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
109.67 0.00 345.50 35.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.75 0.00 345.50 35.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.83 0.00 345.50 35.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.92 0.00 345.50 35.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.00 0.00 345.50 35.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.08 0.00 345.50 35.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.17 0.00 345.50 35.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.25 0.00 345.50 35.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.33 0.00 345.50 35.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.42 0.00 345.50 35.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.50 0.00 345.50 35.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.58 0.00 345.49 35.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.67 0.00 345.49 35.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.75 0.00 345.49 35.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.83 0.00 345.49 35.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.92 0.00 345.49 35.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.00 0.00 345.49 35.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.08 0.00 345.49 35.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.17 0.00 345.49 35.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.25 0.00 345.49 35.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.33 0.00 345.49 35.43 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.42 0.00 345.49 35.43 0.10 -
-
-
-
- 0.10
• 111.50 0.00 345.49 35.43 0.10 _=__
?=?_
__
__
__
_ _____ _____ 0.10
111.58 0.00 345.49 35.43 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.67 0.00 345.49 35.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.75 0.00 345.49 35.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.83 0.00 345.48 35.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.92 0.00 345.48 35.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.00 0.00 345.48 35.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.08 0.00 345.48 35.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.17 0.00 345.48 35.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.25 0.00 345.48 35.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.33 0.00 345.48 35.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.42 0.00 345.48 35.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.50 0.00 345.48 35.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.58 0.00 345.48 35.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.67 0.00 345.48 35.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.75 0.00 345.48 35.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.83 0.00 345.48 35.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.92 0.00 345.48 35.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.00 0.00 345.48 35.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.08 0.00 345.47 35.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.17 0.00 345.47 35.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.25 0.00 345.47 35.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.33 0.00 345.47 35.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.42 0.00 345.47 35.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.50 0.00 345.47 35.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.58 0.00 345.47 35.38 0.10 - 0.10
• 113,67 0.00 345.47 35.37 0.10 _____ _____ _=___ _____ _____ _
___ 0.10
Continues on next page...
I YR 24HR ROUT
• Hydrograph Discharge Table
Page 29
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
113.75 0.00 345.47 35.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.83 0.00 345.47 35.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.92 0.00 345.47 35.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.00 0.00 345.47 35.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.08 0.00 345.47 35.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.17 0.00 345.47 35.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.25 0.00 345.47 35.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.33 0.00 345.46 35.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.42 0.00 345.46 35.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.50 0.00 345.46 35.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.58 0.00 345.46 35.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.67 0.00 345.46 35.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.75 0.00 345.46 35.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.83 0.00 345.46 35.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.92 0.00 345.46 35.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.00 0.00 345.46 35.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.08 0.00 345.46 35.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.17 0.00 345.46 35.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.25 0.00 345.46 35.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.33 0.00 345.46 35.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.42 0.00 345.46 35.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.50 0.00 345.46 35.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
S 115.58 0.00 345.45 35.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.67 0.00 345.45 35.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.75 0.00 345.45 35.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.83 0.00 345.45 35.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.92 0.00 345.45 35.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.00 0.00 345.45 35.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.08 0.00 345.45 35.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.17 0.00 345.45 35.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.25 0.00 345.45 35.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.33 0.00 345.45 35.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.42 0.00 345.45 35.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.50 0.00 345.45 35.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.58 0.00 345.45 35.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.67 0.00 345.45 35.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.75 0.00 345.45 35.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.83 0.00 345.44 35.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.92 0.00 345.44 35.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.00 0.00 345.44 35.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.08 0.00 345.44 35.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.17 0.00 345.44 35.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.25 0.00 345.44 35.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.33 0.00 345.44 35.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.42 0.00 345.44 35.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.50 0.00 345.44 35.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.58 0.00 345.44 35.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.67 0.00 345.44 35.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 117.75 0.00 345.44 35.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
1 YR 24HR ROUT Page 30
0 Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
117.83 0.00 345.44 35.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.92 0.00 345.44 35.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
118.00 0.00 345.44 35.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
118.08 0.00 345.43 35.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
118.17 0.00 345.43 35.26 0.10 ----- ----- ----- ----- ----- 0.10
118.25 0.00 345.43 35.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
118.33 0.00 345.43 35.25 0.10 ----- ----- ----- ----- ----- ----- 0.10
118.42 0.00 345.43 35.25 0.10 ----- ----- ----- ----- ----- ----- 0.10
118.50 0.00 345.43 35.25 0.10 ----- ----- ----- ----- ----- ----- 0.10
118.58 0.00 345.43 35.25 0.10
----- ----- ----- ----- -----
-----
0.10
118.67 0.00 345.43 35.25 0.10 ----- ----- ----- ----- ----- ----- 0.10
118.75 0.00 345.43 35.24 0.10 ----- ----- ----- ----- ----- ----- 0.10
118.83 0.00 345.43 35.24 0.10 ----- ----- ----- ----- ----- ----- 0.10
118.92 0.00 345.43 35.24 0.10 ----- ----- ----- ----- ----- ----- 0.10
119.00 0.00 345.43 35.24 0.10 ----- ----- ----- ----- ----- ----- 0.10
119.08 0.00 345.43 35.23 0.10 ----- ----- ----- ----- ----- ----- 0.10
119.17 0.00 345.43 35.23 0.10 ----- ----- ----- ----- ----- ----- 0.10
119.25 0.00 345.43 35.23 0.10 ----- ----- ----- ----- ----- ----- 0.10
119.33 0.00 345.43 35.23 0.10 ----- ----- ----- ----- ----- ----- 0.10
119.42 0.00 345.42 35.23 0.10 ----- ----- ----- ----- ----- ----- 0.10
119.50 0.00 345.42 35.22 0.10 ----- ----- ----- ----- ----- ----- 0.10
119.58 0.00 345.42 35.22 0.10 -
- 0.10
119.67 0.00 345.42 35.22 0.10 ?____ _____
_
?_= _____ _____ ____ 0.10
119.75 0.00 345.42 35.22 0.10 ----- ----- ----- ----- ----- ----- 0.10
119.83 0.00 345.42 35.22 0.10 ----- ----- ----- ----- ----- ----- 0.10
119.92 0.00 345.42 35.21 0.10 ----- ----- ----- ----- ----- ----- 0.10
120.00 0.00 345.42 35.21 0.10 ----- ----- ----- ----- ----- ----- 0.10
...End
0
Hydrograph Report Page

40 H
d
N
5 English
y
.
o.
10 YEAR ROUT
Hydrograph type = Reservoir Peak discharge = 9.65 cfs
Storm frequency = 10 yrs Time interval = 5 min
Inflow hyd. No. = 2 Reservoir name = POND D
Max. Elevation = 347.12 ft Max. Storage = 259,696 cuft
Storage Indication method used. Total Volume = 94,660 cuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.42 99.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
0.50 66.00 346.13 37.44 0.13 ----- ----- ----- ----- ----- ----- 0.13
0.58 49.00 346.50 38.55 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
0.67 36.00 346.76 39.33 0.15 ----- ----- 2.63 ----- ----- ----- 2,78
0.75 27.00 346.94 39.83 0.16 ----- ----- 5.63 ----- ----- ----- 5.79
0.83 20.00 347.04 40.13 0.16 ----- ----- 7.77 ----- ----- ----- 7.94
0.92 15.00 347.10 40.29 0.17 ----- ----- 8.97 ----- ----- ----- 9.14
1.00 11.00 347.12 << 40.35 0.17 ----- ----- 9.48 ----- ----- ----- 9,65 <<
1.08 8.00 347.12 40.35 0.17 ----- ---- 9.46 ----- ----- ----- 9.63
•
1.17 6.00 347.10 40.31 0.17 ----- ----- 9.11 ----- ----- ----- 9,27
1.25 4.00 347.08 40.24 0.17 ----- ----- 8.57 ----- ----- ----- 8.74
1.33 0.00 347.04 40.13 0.16 ----- ----- 7.73 ----- ----- ----- 7,89
1.42 0.00 346.99 40.00 0.16 ----- ----- 6.75 ----- ----- ----- 6.91
1.50 0.00 346.95 39.88 0.16 ----- ----- 5.93 ----- ----- ----- 6.09
1.58 0.00 346.91 39.77 0.16 ----- ----- 5.21 ----- ----- ----- 5.37
1.67 0.00 346.88 39.68 0.16 ----- ----- 4.61 ----- ----- ----- 4,77
1.75 0.00 346.85 39.59 0.16 ----- ----- 4.11 ----- ----- ----- 4.27
1.83 0.00 346.83 39.52 0.16 ----- ----- 3.66 ----- ----- ----- 3.82
1.92 0.00 346.80 39.45 0.16 ----- ----- 3.26 ----- ----- ----- 3.41
2.00 0.00 346.78 39.39 0.16 ----- ----- 2.94 ----- ----- ----- 3.10
2.08 0.00 346.76 39.33 0.16 ----- ----- 2.67 ----- ----- ----- 2
82
2.17 0.00 346.75 39.28 0.15 ----- ----- 2.41 ----- ----- ----- .
2.57
2.25 0.00 346.73 39.24 0.15 ----- ----- 2.18 ----- ----- ----- 2
34
2.33 0.00 346.72 39.20 0.15 ----- ----- 1.97 ----- ----- ----- .
2.13
2.42 0.00 346.70 39.16 0.15 ----- ----- 1.78 ----- ----- ----- 1.94
2.50 0.00 346.69 39.12 0.15 ----- ----- 1.64 ----- ----- ----- 79
1
2.58 0.00 346.68 39.09 0.15 ----- ----- 1.51 ----- ----- ----- .
1
67
2.67 0.00 346.67 39.06 0.15 ----- ----- 1.40 ----- ----- ----- .
1
55
2.75 0.00 346.66 39.03 0.15 ----- ----- 1.29 ----- ----- ----- .
1.44
2.83 0.00 346.65 39.01 0.15 ----- ----- 1.19 ----- ----- ----- 1.34
2.92 0.00 346.64 38.98 0.15 ----- ----- 1.09 ----- ----- ----- 1.25
3.00 0.00 346.63 38.96 0.15 ----- ----- 1.01 ----- ----- ----- 1.16
3.08 0.00 346.63 38.94 0.15 ----- ----- 0.93 ----- ----- ----- 1.08
3.17 0.00 346.62 38.92 0.15 ----- ----- 0.85 ----- ----- ----- 1.00
3.25 0.00 346.61 38.90 0.15 ----- ----- 0.78 ----- ----- ----- 0.93
• 3.33 0.00 346.61 38.88 0.15 ----- ----- 0.72 ----- ----- ----- 0.87
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 2
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
3.42 0.00 346.60 38.87 0.15 ----- ----- 0.66 ----- ----- ----- 0.80
3.50 0.00 346.60 38.85 0.15 ----- ----- 0.61 ----- ----- ----- 0.76
3.58 0.00 346.59 38.84 0.15 ----- ----- 0.58 ----- ----- ----- 0.73
3.67 0.00 346.59 38.82 0.15 ----- ----- 0.55 ----- ----- ----- 0.70
3.75 0.00 346.58 38.81 0.15 ----- ----- 0.52 ----- ----- ----- 0.67
3.83 0.00 346.58 38.80 0.15 ----- ----- 0.50 ----- ----- ----- 0.64
3.92 0.00 346.58 38.79 0.15 ----- ----- 0.47 ----- ----- ----- 0.62
4.00 0.00 346.57 38.78 0.15 ----- ----- 0.45 ----- ----- ----- 0.60
4.08 0.00 346.57 38.76 0.15 ----- ----- 0.42 ----- ----- ----- 0.57
4.17 0.00 346.57 38.75 0.15 ----- ----- 0.40 ----- ----- ----- 0.55
4.25 0.00 346.56 38.74 0.15 ----- ----- 0.38 ----- ----- ----- 0.53
4.33 0.00 346.56 38.73 0.15 ----- ----- 0.36 ----- ----- ----- 0.51
4.42 0.00 346.56 38.72 0.15 ----- ----- 0.34 ----- ----- ----- 0.49
4.50 0.00 346.55 38.71 0.15 ----- ----- 0.32 ----- ----- ----- 0.47
4.58 0.00 346.55 38.71 0.15 ----- ----- 0.30 ----- ----- ----- 0.45
4.67 0.00 346.55 38.70 0.15 ----- ----- 0.29 ----- ----- ----- 0.43
4.75 0.00 346.54 38.69 0.15 ----- ----- 0.27 ----- ----- ----- 0.42
4.83 0.00 346.54 38.68 0.15 ----- ----- 0.25 ----- ----- ----- 0.40
4.92 0.00 346.54 38.67 0.15 ----- ----- 0.24 ----- ----- ----- 0.38
5.00 0.00 346.54 38.67 0.15 ----- ----- 0.22 ----- ----- ----- 0.37
5.08 0.00 346.53 38.66 0.15 ----- ----- 0.21 ----- ----- ----- 0.35
5.17 0.00 346.53 38.65 0.15 ----- ----- 0.19 ----- ----- ----- 0.34
• 5.25 0.00 346.53 38.65 0.15 ----- ----- 0.18 ----- ----- ----- 0.33
5.33 0.00 346.53 38.64 0.15 ----- ----- 0.17 ----- ----- ----- 0.31
5.42 0.00 346.53 38.64 0.15 ----- ----- 0.16 ----- ----- ----- 0.30
5.50 0.00 346.52 38.63 0.15 ----- ----- 0.14 ----- ----- ----- 0.29
5.58 0.00 346.52 38.62 0.15 ----- ----- 0.13 ----- ----- ----- 0.28
5.67 0.00 346.52 38.62 0.15 ----- ----- 0.12 ----- ----- ----- 0.27
5.75 0.00 346.52 38.61 0.15 ----- ----- 0.11 ----- ----- ----- 0.26
5.83 0.00 346.52 38.61 0.15 ----- ----- 0.10 ----- ----- ----- 0.25
5.92 0.00 346.51 38.60 0.15 ----- ----- 0.09 ----- ----- ----- 0.24
6.00 0.00 346.51 38.60 0.15 ----- ----- 0.08 ----- ----- ----- 0.23
6.08 0.00 346.51 38.60 0.15 ----- ----- 0.07 ----- ----- ----- 0.22
6.17 0.00 346.51 38.59 0.15 ----- ----- 0.07 ----- ----- ----- 0.21
6.25 0.00 346.51 38.59 0.15 ----- ----- 0.06 ----- ----- ----- 0.20
6.33 0.00 346.51 38.58 0.15 ----- ----- 0.05 ----- ----- ----- 0.19
6.42 0.00 346.51 38.58 0.15 ----- ----- 0.04 ----- ----- ----- 0.19
6.50 0.00 346.51 38.58 0.15 ----- ----- 0.03 ----- ----- ----- 0.18
6.58 0.00 346.50 38.57 0.15 ----- ----- 0.03 ----- ----- ----- 0.17
6.67 0.00 346.50 38.57 0.15 ----- ----- 0.02 ----- ----- ----- 0.17
6.75 0.00 346.50 38.57 0.15 ----- ----- 0.01 ----- ----- ----- 0.16
6.83 0.00 346.50 38.56 0.15 ----- ----- 0.01 ----- ----- ----- 0.15
6.92 0.00 346.50 38.56 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.00 0.00 346.50 38.56 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.08 0.00 346.50 38.56 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.17 0.00 346.50 38.55 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.25 0.00 346.50 38.55 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.33 0.00 346.50 38.55 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
• 7.42 0.00 346.49 38.55 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 3
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
7.50 0.00 346.49 38.54 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.58 0.00 346.49 38.54 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.67 0.00 346.49 38.54 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.75 0.00 346.49 38.53 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.83 0.00 346.49 38.53 0.15 ----- ----- 0.00 ----- ----- ----- 0.15
7.92 0.00 346.49 38.53 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.00 0.00 346.49 38.53 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.08 0.00 346.49 38.52 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.17 0.00 346.49 38.52 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.25 0.00 346.49 38.52 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.33 0.00 346.48 38.51 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.42 0.00 346.48 38.51 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.50 0.00 346.48 38.51 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.58 0.00 346.48 38.51 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.67 0.00 346.48 38.50 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.75 0.00 346.48 38.50 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.83 0.00 346.48 38.50 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
8.92 0.00 346.48 38.50 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.00 0.00 346.48 38.49 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.08 0.00 346.48 38.49 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.17 0.00 346.48 38.49 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.25 0.00 346.47 38.48 0.14 --
- --
- 0.00 -
- 0.14
• 9.33 0.00 346.47 38.48 0.14 _
_ =?
0.00 ==_=_ =
_?_
=_=? 0.14
9.42 0.00 346.47 38.48 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.50 0.00 346.47 38.48 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.58 0.00 346.47 38.47 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.67 0.00 346.47 38.47 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.75 0.00 346.47 38.47 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.83 0.00 346.47 38.46 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
9.92 0.00 346.47 38.46 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.00 0.00 346.47 38.46 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.08 0.00 346.46 38.46 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.17 0.00 346.46 38.45 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.25 0.00 346.46 38.45 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.33 0.00 346.46 38.45 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.42 0.00 346.46 38.45 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.50 0.00 346.46 38.44 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.58 0.00 346.46 38.44 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.67 0.00 346.46 38.44 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.75 0.00 346.46 38.43 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.83 0.00 346.46 38.43 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
10.92 0.00 346.46 38.43 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.00 0.00 346.45 38.43 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.08 0.00 346.45 38.42 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.17 0.00 346.45 38.42 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.25 0.00 346.45 38.42 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.33 0.00 346.45 38.42 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.42 0.00 346.45 38.41 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
• 11.50 0.00 346.45 38.41 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
Continues on next page...
10 YEAR ROUT
Page 4
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
11.58 0.00 346.45 38.41 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.67 0.00 346.45 38.40 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.75 0.00 346.45 38.40 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.83 0.00 346.45 38.40 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
11.92 0.00 346.44 38.40 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.00 0.00 346.44 38.39 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.08 0.00 346.44 38.39 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.17 0.00 346.44 38.39 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.25 0.00 346.44 38.39 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.33 0.00 346.44 38.38 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.42 0.00 346.44 38.38 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.50 0.00 346.44 38.38 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.58 0.00 346.44 38.37 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.67 0.00 346.44 38.37 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.75 0.00 346.44 38.37 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.83 0.00 346.43 38.37 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
12.92 0.00 346.43 38.36 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.00 0.00 346.43 38.36 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.08 0.00 346.43 38.36 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.17 0.00 346.43 38.35 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.25 0.00 346.43 38.35 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
• 13.33
13.42 0.00
0.00 346.43
346.43 38.35
38.35 0.14
0.14 ----- -----
----- ----- 0.00
0.00 ----- ----- -----
----- ----- ----- 0.14
0.14
13.50 0.00 346.43 38.34 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.58 0.00 346.43 38.34 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.67 0.00 346.43 38.34 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.75 0.00 346.42 38.34 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.83 0.00 346.42 38.33 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
13.92 0.00 346.42 38.33 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.00 0.00 346.42 38.33 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.08 0.00 346.42 38.32 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.17 0.00 346.42 38.32 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.25 0.00 346.42 38.32 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.33 0.00 346.42 38.32 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.42 0.00 346.42 38.31 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.50 0.00 346.42 38.31 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.58 0.00 346.42 38.31 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.67 0.00 346.41 38.31 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.75 0.00 346.41 38.30 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.83 0.00 346.41 38.30 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
14.92 0.00 346.41 38.30 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.00 0.00 346.41 38.30 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.08 0.00 346.41 38.29 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.17 0.00 346.41 38.29 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.25 0.00 346.41 38.29 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.33 0.00 346.41 38.28 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.42 0.00 346.41 38.28 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.50 0.00 346.41 38.28 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
• 15.58 0.00 346.40 38.28 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
Continues on next page...
10 YEAR ROUT
Page 5
Hydrograph Discharge Table

Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
15.67 0.00 346.40 38.27 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.75 0.00 346.40 38.27 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.83 0.00 346.40 38.27 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
15.92 0.00 346.40 38.27 0.14 ----- ----- 0.00 ----- ----- ----- 0.14
16.00 0.00 346.40 38.26 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.08 0.00 346.40 38.26 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.17 0.00 346.40 38.26 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.25 0.00 346.40 38.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.33 0.00 346.40 38.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.42 0.00 346.40 38.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.50 0.00 346.39 38.25 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.58 0.00 346.39 38.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.67 0.00 346.39 38.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.75 0.00 346.39 38.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.83 0.00 346.39 38.24 0.14 ----- ----- ----- ----- ----- ----- 0.14
16.92 0.00 346.39 38.23 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.00 0.00 346.39 38.23 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.08 0.00 346.39 38.23 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.17 0.00 346.39 38.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.25 0.00 346.39 38.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.33 0.00 346.39 38.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.42 0.00 346.38 38.22 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 17.50 0.00 346.38 38.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.58 0.00 346.38 38.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.67 0.00 346.38 38.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.75 0.00 346.38 38.21 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.83 0.00 346.38 38.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
17.92 0.00 346.38 38.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.00 0.00 346.38 38.20 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.08 0.00 346.38 38.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.17 0.00 346.38 38.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.25 0.00 346.38 38.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.33 0.00 346.37 38.19 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.42 0.00 346.37 38.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.50 0.00 346.37 38.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.58 0.00 346.37 38.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.67 0.00 346.37 38.18 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.75 0.00 346.37 38.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.83 0.00 346.37 38.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
18.92 0.00 346.37 38.17 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.00 0.00 346.37 38.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.08 0.00 346.37 38.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.17 0.00 346.37 38.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.25 0.00 346.36 38.16 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.33 0.00 346.36 38.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.42 0.00 346.36 38.15 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.50 0.00 346.36 38.15 0.14 ----- ----- ----- ----- ----- ----- 0
14
19.58 0.00 346.36 38.15 0.14 ----- ----- ----- ----- ----- ----- .
0.14
• 19.67 0.00 346.36 38.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
Continues on next page...
10 YEAR ROUT
is Hydrograph Discharge Table
Page 6
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.75 0.00 346.36 38.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.83 0.00 346.36 38.14 0.14 ----- ----- ----- ----- ----- ----- 0.14
19.92 0.00 346.36 38.13 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.00 0.00 346.36 38.13 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.08 0.00 346.36 38.13 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.17 0.00 346.35 38.13 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.25 0.00 346.35 38.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.33 0.00 346.35 38.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.42 0.00 346.35 38.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.50 0.00 346.35 38.12 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.58 0.00 346.35 38.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.67 0.00 346.35 38.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.75 0.00 346.35 38.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.83 0.00 346.35 38.11 0.14 ----- ----- ----- ----- ----- ----- 0.14
20.92 0.00 346.35 38.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.00 0.00 346.35 38.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.08 0.00 346.34 38.10 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.17 0.00 346.34 38.09 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.25 0.00 346.34 38.09 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.33 0.00 346.34 38.09 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.42 0.00 346.34 38.09 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.50 0.00 346.34 38.08 0.14 ----- ----- ----- ----- ----- ----- 0
14
• 21.58 0.00 346.34 38.08 0.14 ----- ----- ----- ----- ----- ----- .
0.14
21.67 0.00 346.34 38.08 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.75 0.00 346.34 38.08 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.83 0.00 346.34 38.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
21.92 0.00 346.34 38.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.00 0.00 346.33 38.07 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.08 0.00 346.33 38.06 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.17 0.00 346.33 38.06 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.25 0.00 346.33 38.06 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.33 0.00 346.33 38.06 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.42 0.00 346.33 38.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.50 0.00 346.33 38.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.58 0.00 346.33 38.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.67 0.00 346.33 38.05 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.75 0.00 346.33 38.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.83 0.00 346.33 38.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
22.92 0.00 346.33 38.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.00 0.00 346.32 38.04 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.08 0.00 346.32 38.03 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.17 0.00 346.32 38.03 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.25 0.00 346.32 38.03 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.33 0.00 346.32 38.02 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.42 0.00 346.32 38.02 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.50 0.00 346.32 38.02 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.58 0.00 346.32 38.02 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.67 0.00 346.32 38.01 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 23.75 0.00 346.32 38.01 0.14 ----- ----- ----- ----- ----- ----- 0.14
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 7
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.83 0.00 346.32 38.01 0.14 ----- ----- ----- ----- ----- ----- 0.14
23.92 0.00 346.31 38.01 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.00 0.00 346.31 38.00 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.08 0.00 346.31 38.00 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.17 0.00 346.31 38.00 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.25 0.00 346.31 38.00 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.33 0.00 346.31 37.99 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.42 0.00 346.31 37.99 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.50 0.00 346.31 37.99 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.58 0.00 346.31 37.98 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.67 0.00 346.31 37.98 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.75 0.00 346.31 37.98 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.83 0.00 346.30 37.98 0.14 ----- ----- ----- ----- ----- ----- 0.14
24.92 0.00 346.30 37.97 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.00 0.00 346.30 37.97 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.08 0.00 346.30 37.97 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.17 0.00 346.30 37.97 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.25 0.00 346.30 37.96 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.33 0.00 346.30 37.96 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.42 0.00 346.30 37.96 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.50 0.00 346.30 37.96 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.58 0.00 346.30 37.95 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 25.67 0.00 346.30 37.95 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.75 0.00 346.29 37.95 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.83 0.00 346.29 37.94 0.14 ----- ----- ----- ----- ----- ----- 0.14
25.92 0.00 346.29 37.94 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.00 0.00 346.29 37.94 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.08 0.00 346.29 37.94 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.17 0.00 346.29 37.93 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.25 0.00 346.29 37.93 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.33 0.00 346.29 37.93 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.42 0.00 346.29 37.93 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.50 0.00 346.29 37.92 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.58 0.00 346.29 37.92 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.67 0.00 346.29 37.92 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.75 0.00 346.28 37.92 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.83 0.00 346.28 37.91 0.14 ----- ----- ----- ----- ----- ----- 0.14
26.92 0.00 346.28 37.91 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.00 0.00 346.28 37.91 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.08 0.00 346.28 37.90 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.17 0.00 346.28 37.90 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.25 0.00 346.28 37.90 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.33 0.00 346.28 37.90 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.42 0.00 346.28 37.89 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.50 0.00 346.28 37.89 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.58 0.00 346.28 37.89 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.67 0.00 346.27 37.89 0.14 ----- ----- ----- ----- ----- ----- 0.14
27.75 0.00 346.27 37.88 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 27.83 0.00 346.27 37.88 0.14 ----- ----- ----- ----- ----- ----- 0.14
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 8
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs Cfs Cfs Cfs
27.92 0.00 346.27 37.88 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.00 0.00 346.27 37.88 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.08 0.00 346.27 37.87 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.17 0.00 346.27 37.87 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.25 0.00 346.27 37.87 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.33 0.00 346.27 37.87 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.42 0.00 346.27 37.86 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.50 0.00 346.27 37.86 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.58 0.00 346.26 37.86 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.67 0.00 346.26 37.85 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.75 0.00 346.26 37.85 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.83 0.00 346.26 37.85 0.14 ----- ----- ----- ----- ----- ----- 0.14
28.92 0.00 346.26 37.85 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.00 0.00 346.26 37.84 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.08 0.00 346.26 37.84 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.17 0.00 346.26 37.84 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.25 0.00 346.26 37.84 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.33 0.00 346.26 37.83 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.42 0.00 346.26 37.83 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.50 0.00 346.26 37.83 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.58 0.00 346.25 37.83 0.14 ----- ----- ----- ----- ----- ----- 0.14
• 29.67
29.75 0.00
0.00 346.25
346.25 37.82
37.82 0.14
0.14 ???_? _____ _=__= _---- -_=_= ?-??= 0.14
0.14
29.83 0.00 346.25 37.82 0.14 ----- ----- ----- ----- ----- ----- 0.14
29.92 0.00 346.25 37.81 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.00 0.00 346.25 37.81 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.08 0.00 346.25 37.81 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.17 0.00 346.25 37.81 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.25 0.00 346.25 37.80 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.33 0.00 346.25 37.80 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.42 0.00 346.25 37.80 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.50 0.00 346.24 37.80 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.58 0.00 346.24 37.79 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.67 0.00 346.24 37.79 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.75 0.00 346.24 37.79 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.83 0.00 346.24 37.79 0.14 ----- ----- ----- ----- ----- ----- 0.14
30.92 0.00 346.24 37.78 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.00 0.00 346.24 37.78 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.08 0.00 346.24 37.78 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.17 0.00 346.24 37.78 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.25 0.00 346.24 37.77 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.33 0.00 346.24 37.77 0.14 ----- ----- ----- ----- ----- ----- 0.14
31.42 0.00 346.24 37.77 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.50 0.00 346.23 37.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.58 0.00 346.23 37.76 0.13 - --- ----- ----- ----- ----- ----- 0.13
31.67 0.00 346.23 37.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.75 0.00 346.23 37.76 0.13 ----- ----- ----- ----- ----- ----- 0.13
31.83 0.00 346.23 37.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 31.92 0.00 346.23 37.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
10 YEAR ROUT Page 9
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
32.00 0.00 346.23 37.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.08 0.00 346.23 37.75 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.17 0.00 346.23 37.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.25 0.00 346.23 37.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.33 0.00 346.23 37.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.42 0.00 346.22 37.74 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.50 0.00 346.22 37.73 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.58 0.00 346.22 37.73 0.13
----- -----
----- -----
-----
-----
0.13
32.67 0.00 346.22 37.73 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.75 0.00 346.22 37.73 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.83 0.00 346.22 37.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
32.92 0.00 346.22 37.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.00 0.00 346.22 37.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.08 0.00 346.22 37.72 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.17 0.00 346.22 37.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.25 0.00 346.22 37.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.33 0.00 346.22 37.71 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.42 0.00 346.21 37.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.50 0.00 346.21 37.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.58 0.00 346.21 37.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.67 0.00 346.21 37.70 0.13 ----- ----- ----- ----- ----- ----- 0.13
33.75 0.00 346.21 37.69 0.13 -
- - - 0.13
• 33.83 0.00 346.21 37.69 0.13 =____
___= ____
_____ _=
__ ____ 0.13
33.92 0.00 346.21 37.69 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.00 0.00 346.21 37.69 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.08 0.00 346.21 37.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.17 0.00 346.21 37.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.25 0.00 346.21 37.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.33 0.00 346.21 37.68 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.42 0.00 346.20 37.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.50 0.00 346.20 37.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.58 0.00 346.20 37.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.67 0.00 346.20 37.67 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.75 0.00 346.20 37.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.83 0.00 346.20 37.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
34.92 0.00 346.20 37.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.00 0.00 346.20 37.66 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.08 0.00 346.20 37.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.17 0.00 346.20 37.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.25 0.00 346.20 37.65 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.33 0.00 346.19 37.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.42 0.00 346.19 37.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.50 0.00 346.19 37.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.58 0.00 346.19 37.64 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.67 0.00 346.19 37.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.75 0.00 346.19 37.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.83 0.00 346.19 37.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
35.92 0.00 346.19 37.63 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.00 0.00 346.19 37.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 10
Time Inflow Elevation Clv A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
36.08 0.00 346.19 37.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.17 0.00 346.19 37.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.25 0.00 346.19 37.62 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.33 0.00 346.18 37.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.42 0.00 346.18 37.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.50 0.00 346.18 37.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.58 0.00 346.18 37.61 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.67 0.00 346.18 37.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.75 0.00 346.18 37.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.83 0.00 346.18 37.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
36.92 0.00 346.18 37.60 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.00 0.00 346.18 37.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.08 0.00 346.18 37.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.17 0.00 346.18 37.59 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.25 0.00 346.18 37.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.33 0.00 346.17 37.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.42 0.00 346.17 37.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.50 0.00 346.17 37.58 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.58 0.00 346.17 37.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.67 0.00 346.17 37.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.75 0.00 346.17 37.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.83 0.00 346.17 37.57 0.13 ----- ----- ----- ----- ----- ----- 0.13
37.92 0.00 346.17 37.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.00 0.00 346.17 37.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.08 0.00 346.17 37.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.17 0.00 346.17 37.56 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.25 0.00 346.16 37.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.33 0.00 346.16 37.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.42 0.00 346.16 37.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.50 0.00 346.16 37.55 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.58 0.00 346.16 37.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.67 0.00 346.16 37.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.75 0.00 346.16 37.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.83 0.00 346.16 37.54 0.13 ----- ----- ----- ----- ----- ----- 0.13
38.92 0.00 346.16 37.53 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.00 0.00 346.16 37.53 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.08 0.00 346.16 37.53 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.17 0.00 346.16 37.53 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.25 0.00 346.15 37.52 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.33 0.00 346.15 37.52 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.42 0.00 346.15 37.52 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.50 0.00 346.15 37.51 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.58 0.00 346.15 37.51 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.67 0.00 346.15 37.51 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.75 0.00 346.15 37.51 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.83 0.00 346.15 37.50 0.13 ----- ----- ----- ----- ----- ----- 0.13
39.92 0.00 346.15 37.50 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.00 0.00 346.15 37.50 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 40.08 0.00 346.15 37.50 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 11
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
40.17 0.00 346.15 37.49 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.25 0.00 346.14 37.49 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.33 0.00 346.14 37.49 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.42 0.00 346.14 37.49 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.50 0.00 346.14 37.48 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.58 0.00 346.14 37.48 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.67 0.00 346.14 37.48 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.75 0.00 346.14 37.48 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.83 0.00 346.14 37.47 0.13 ----- ----- ----- ----- ----- ----- 0.13
40.92 0.00 346.14 37.47 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.00 0.00 346.14 37.47 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.08 0.00 346.14 37.47 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.17 0.00 346.14 37.46 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.25 0.00 346.13 37.46 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.33 0.00 346.13 37.46 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.42 0.00 346.13 37.46 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.50 0.00 346.13 37.45 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.58 0.00 346.13 37.45 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.67 0.00 346.13 37.45 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.75 0.00 346.13 37.45 0.13 ----- ----- ----- ----- ----- ----- 0.13
41.83 0.00 346.13 37.44 0.13 ----- ----- ----- ----- ----- ----- 0.13

• 41.92
42.00 0.00
0.00 346.13
346.13 37.44
37.44 0.13
0.13 ----- ----- ----- ----- ----- -----
----- ----- ----- ----- ----- ----- 0.13
0.13
42.08 0.00 346.13 37.44 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.17 0.00 346.13 37.43 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.25 0.00 346.12 37.43 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.33 0.00 346.12 37.43 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.42 0.00 346.12 37.43 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.50 0.00 346.12 37.42 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.58 0.00 346.12 37.42 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.67 0.00 346.12 37.42 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.75 0.00 346.12 37.41 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.83 0.00 346.12 37.41 0.13 ----- ----- ----- ----- ----- ----- 0.13
42.92 0.00 346.12 37.41 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.00 0.00 346.12 37.41 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.08 0.00 346.12 37.40 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.17 0.00 346.12 37.40 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.25 0.00 346.11 37.40 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.33 0.00 346.11 37.40 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.42 0.00 346.11 37.39 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.50 0.00 346.11 37.39 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.58 0.00 346.11 37.39 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.67 0.00 346.11 37.39 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.75 0.00 346.11 37.38 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.83 0.00 346.11 37.38 0.13 ----- ----- ----- ----- ----- ----- 0.13
43.92 0.00 346.11 37.38 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.00 0.00 346.11 37.38 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.08 0.00 346.11 37.37 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 44.17 0.00 346.11 37.37 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 12
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
44.25 0.00 346.10 37.37 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.33 0.00 346.10 37.37 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.42 0.00 346.10 37.36 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.50 0.00 346.10 37.36 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.58 0.00 346.10 37.36 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.67 0.00 346.10 37.36 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.75 0.00 346.10 37.35 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.83 0.00 346.10 37.35 0.13 ----- ----- ----- ----- ----- ----- 0.13
44.92 0.00 346.10 37.35 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.00 0.00 346.10 37.35 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.08 0.00 346.10 37.34 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.17 0.00 346.10 37.34 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.25 0.00 346.09 37.34 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.33 0.00 346.09 37.34 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.42 0.00 346.09 37.33 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.50 0.00 346.09 37.33 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.58 0.00 346.09 37.33 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.67 0.00 346.09 37.33 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.75 0.00 346.09 37.32 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.83 0.00 346.09 37.32 0.13 ----- ----- ----- ----- ----- ----- 0.13
45.92 0.00 346.09 37.32 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.00 0.00 346.09 37.32 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.08 0.00 346.09 37.31 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.17 0.00 346.09 37.31 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.25 0.00 346.08 37.31 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.33 0.00 346.08 37.31 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.42 0.00 346.08 37.30 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.50 0.00 346.08 37.30 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.58 0.00 346.08 37.30 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.67 0.00 346.08 37.30 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.75 0.00 346.08 37.29 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.83 0.00 346.08 37.29 0.13 ----- ----- ----- ----- ----- ----- 0.13
46.92 0.00 346.08 37.29 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.00 0.00 346.08 37.29 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.08 0.00 346.08 37.28 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.17 0.00 346.08 37.28 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.25 0.00 346.07 37.28 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.33 0.00 346.07 37.27 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.42 0.00 346.07 37.27 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.50 0.00 346.07 37.27 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.58 0.00 346.07 37.27 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.67 0.00 346.07 37.26 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.75 0.00 346.07 37.26 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.83 0.00 346.07 37.26 0.13 ----- ----- ----- ----- ----- ----- 0.13
47.92 0.00 346.07 37.26 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.00 0.00 346.07 37.25 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.08 0.00 346.07 37.25 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.17 0.00 346.07 37.25 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.25 0.00 346.06 37.25 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
10 YEAR ROUT
0 Hydrograph Discharge Table
Page 13
Time Inflow Elevation Clv A Civ B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
48.33 0.00 346.06 37.24 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.42 0.00 346.06 37.24 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.50 0.00 346.06 37.24 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.58 0.00 346.06 37.24 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.67 0.00 346.06 37.23 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.75 0.00 346.06 37.23 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.83 0.00 346.06 37.23 0.13 ----- ----- ----- ----- ----- ----- 0.13
48.92 0.00 346.06 37.23 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.00 0.00 346.06 37.22 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.08 0.00 346.06 37.22 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.17 0.00 346.06 37.22 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.25 0.00 346.05 37.22 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.33 0.00 346.05 37.21 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.42 0.00 346.05 37.21 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.50 0.00 346.05 37.21 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.58 0.00 346.05 37.21 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.67 0.00 346.05 37.20 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.75 0.00 346.05 37.20 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.83 0.00 346.05 37.20 0.13 ----- ----- ----- ----- ----- ----- 0.13
49.92 0.00 346.05 37.20 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.00 0.00 346.05 37.19 0.13 ----- ----- ----- ----- ----- ----- 0.13

• 50.08
50.17 0.00
0.00 346.05
346.05 37.19
37.19 0.13
0.13 ----- ----- ----- ----- ----- -----
----- ----- ----- ----- ----- ----- 0.13
0.13
50.25 0.00 346.05 37.19 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.33 0.00 346.04 37.18 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.42 0.00 346.04 37.18 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.50 0.00 346.04 37.18 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.58 0.00 346.04 37.18 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.67 0.00 346.04 37.17 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.75 0.00 346.04 37.17 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.83 0.00 346.04 37.17 0.13 ----- ----- ----- ----- ----- ----- 0.13
50.92 0.00 346.04 37.17 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.00 0.00 346.04 37.16 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.08 0.00 346.04 37.16 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.17 0.00 346.04 37.16 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.25 0.00 346.04 37.16 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.33 0.00 346.03 37.15 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.42 0.00 346.03 37.15 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.50 0.00 346.03 37.15 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.58 0.00 346.03 37.15 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.67 0.00 346.03 37.14 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.75 0.00 346.03 37.14 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.83 0.00 346.03 37.14 0.13 ----- ----- ----- ----- ----- ----- 0.13
51.92 0.00 346.03 37.14 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.00 0.00 346.03 37.13 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.08 0.00 346.03 37.13 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.17 0.00 346.03 37.13 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.25 0.00 346.03 37.13 0.13 ----- ----- ----- ----- ----- ----- 0.13
• 52.33 0.00 346.02 37.12 0.13 ----- ----- ----- ----- ----- ----- 0.13
Continues on next page...
10 YEAR ROUT Page 14
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
52.42 0.00 346.02 37.12 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.50 0.00 346.02 37.12 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.58 0.00 346.02 37.12 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.67 0.00 346.02 37.11 0.13 ----- ----- ----- ----- ----- ----- 0.13
52
75 0
00 346
02 37.11 0.13 ----- ----- ----- ----- ----- ----- 0.13
.
52.83 .
0.00 .
346.02 37.11 0.13 ----- ----- ----- ----- ----- ----- 0.13
52.92 0.00 346.02 37.11 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.00 0.00 346.02 37.10 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.08 0.00 346.02 37.10 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.17 0.00 346.02 37.10 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.25 0.00 346.02 37.10 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.33 0.00 346.02 37.09 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.42 0.00 346.01 37.09 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.50 0.00 346.01 37.09 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.58 0.00 346.01 37.09 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.67 0.00 346.01 37.08 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.75 0.00 346.01 37.08 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.83 0.00 346.01 37.08 0.13 ----- ----- ----- ----- ----- ----- 0.13
53.92 0.00 346.01 37.08 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.00 0.00 346.01 37.07 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.08 0.00 346.01 37.07 0.13 ----- ----- ----- ----- ----- ----- 0.13
54
17 0.00 346.01 37.07 0.13 -
-
-
-
- 0.13
•
.
54.25 0.00 346.01 37.07 0.13 ___
___ _____ _____ _
___
=?__
_ 0.13
54.33 0.00 346.01 37.06 0.13
----- ----- ----- -----
----- -----
0.13
54.42 0.00 346.00 37.06 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.50 0.00 346.00 37.06 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.58 0.00 346.00 37.06 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.67 0.00 346.00 37.05 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.75 0.00 346.00 37.05 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.83 0.00 346.00 37.05 0.13 ----- ----- ----- ----- ----- ----- 0.13
54.92 0.00 346.00 37.05 0.13 ----- ----- ----- ----- ----- ----- 0.13
55.00 0.00 346.00 37.04 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.08 0.00 346.00 37.04 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.17 0.00 346.00 37.04 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.25 0.00 346.00 37.04 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.33 0.00 346.00 37.03 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.42 0.00 345.99 37.03 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.50 0.00 345.99 37.03 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.58 0.00 345.99 37.03 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.67 0.00 345.99 37.02 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.75 0.00 345.99 37.02 0.12
----- ----- ----- -----
----- -----
0.12
55.83 0.00 345.99 37.02 0.12 ----- ----- ----- ----- ----- ----- 0.12
55.92 0.00 345.99 37.02 0.12
----- ----- ----- -----
----- -----
0.12
56.00 0.00 345.99 37.01 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.08 0.00 345.99 37.01 0.12
----- ----- ----- -----
----- -----
0.12
56.17 0.00 345.99 37.01 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.25 0.00 345.99 37.01 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.33 0.00 345.99 37.00 0.12 -
- 0.12
56.42 0.00 345.98 37.00 0.12 ____ _____
__
___?_ _____ _____ __ 0.12
Continues on next page...
10 YEAR ROUT Page 15
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
56.50 0.00 345.98 37.00 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.58 0.00 345.98 37.00 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.67 0.00 345.98 36.99 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.75 0.00 345.98 36.99 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.83 0.00 345.98 36.99 0.12 ----- ----- ----- ----- ----- ----- 0.12
56.92 0.00 345.98 36.98 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.00 0.00 345.98 36.98 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.08 0.00 345.98 36.98 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.17 0.00 345.98 36.98 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.25 0.00 345.98 36.97 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.33 0.00 345.98 36.97 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.42 0.00 345.97 36.97 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.50 0.00 345.97 36.97 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.58 0.00 345.97 36.96 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.67 0.00 345.97 36.96 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.75 0.00 345.97 36.96 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.83 0.00 345.97 36.96 0.12 ----- ----- ----- ----- ----- ----- 0.12
57.92 0.00 345.97 36.95 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.00 0.00 345.97 36.95 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.08 0.00 345.97 36.95 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.17 0.00 345.97 36.95 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.25 0.00 345.97 36.94 0.12 0.12
• 58.33 0.00 345.97 36.94 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.42 0.00 345.96 36.94 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.50 0.00 345.96 36.94 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.58 0.00 345.96 36.93 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.67 0.00 345.96 36.93 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.75 0.00 345.96 36.93 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.83 0.00 345.96 36.93 0.12 ----- ----- ----- ----- ----- ----- 0.12
58.92 0.00 345.96 36.92 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.00 0.00 345.96 36.92 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.08 0.00 345.96 36.92 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.17 0.00 345.96 36.92 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.25 0.00 345.96 36.91 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.33 0.00 345.96 36.91 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.42 0.00 345.95 36.91 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.50 0.00 345.95 36.91 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.58 0.00 345.95 36.90 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.67 0.00 345.95 36.90 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.75 0.00 345.95 36.90 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.83 0.00 345.95 36.89 0.12 ----- ----- ----- ----- ----- ----- 0.12
59.92 0.00 345.95 36.89 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.00 0.00 345.95 36.89 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.08 0.00 345.95 36.89 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.17 0.00 345.95 36.88 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.25 0.00 345.95 36.88 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.33 0.00 345.95 36.88 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.42 0.00 345.94 36.88 0.12 - 0.12
60.50 0.00 345.94 36.87 0.12 ___ _?_=_ _____ _____ =_=__ _____
= 0.12
Continues on next page...
10 YEAR ROUT Page 16
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
60.58 0.00 345.94 36.87 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.67 0.00 345.94 36.87 0.12
----- ----- -----
----- -----
-----
0.12
60.75 0.00 345.94 36.87 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.83 0.00 345.94 36.86 0.12 ----- ----- ----- ----- ----- ----- 0.12
60.92 0.00 345.94 36.86 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.00 0.00 345.94 36.86 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.08 0.00 345.94 36.86 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.17 0.00 345.94 36.85 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.25 0.00 345.94 36.85 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.33 0.00 345.94 36.85 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.42 0.00 345.93 36.85 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.50 0.00 345.93 36.84 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.58 0.00 345.93 36.84 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.67 0.00 345.93 36.84 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.75 0.00 345.93 36.84 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.83 0.00 345.93 36.83 0.12 ----- ----- ----- ----- ----- ----- 0.12
61.92 0.00 345.93 36.83 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.00 0.00 345.93 36.83 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.08 0.00 345.93 36.83 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.17 0.00 345.93 36.82 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.25 0.00 345.93 36.82 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.33 0.00 345.93 36.82 0.12 ----- ----- ----- ----- ----- ----- 0.12
• 62.42 0.00 345.93 36.82 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.50 0.00 345.92 36.81 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.58 0.00 345.92 36.81 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.67 0.00 345.92 36.81 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.75 0.00 345.92 36.81 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.83 0.00 345.92 36.80 0.12 ----- ----- ----- ----- ----- ----- 0.12
62.92 0.00 345.92 36.80 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.00 0.00 345.92 36.80 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.08 0.00 345.92 36.80 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.17 0.00 345.92 36.79 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.25 0.00 345.92 36.79 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.33 0.00 345.92 36.79 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.42 0.00 345.92 36.79 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.50 0.00 345.91 36.78 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.58 0.00 345.91 36.78 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.67 0.00 345.91 36.78 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.75 0.00 345.91 36.78 0.12 ----- ----- ----- ----- ----- ----- 0.12
63.83 0.00 345.91 36.77 0.12
----- ----- -----
----- -----
-----
0.12
63.92 0.00 345.91 36.77 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.00 0.00 345.91 36.77 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.08 0.00 345.91 36.77 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.17 0.00 345.91 36.76 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.25 0.00 345.91 36.76 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.33 0.00 345.91 36.76 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.42 0.00 345.91 36.76 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.50 0.00 345.90 36.75 0.12 ----- ----- ----- ----- ----- ----- 0.12
•
64.58
0.00
345.90
36.75
0.12 ---- ----- -----
----- ----- - ----- 0.12
Continues on next page...
10 YEAR ROUT Page 17
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
64.67 0.00 345.90 36.75 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.75 0.00 345.90 36.75 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.83 0.00 345.90 36.74 0.12 ----- ----- ----- ----- ----- ----- 0.12
64.92 0.00 345.90 36.74 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.00 0.00 345.90 36.74 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.08 0.00 345.90 36.74 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.17 0.00 345.90 36.73 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.25 0.00 345.90 36.73 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.33 0.00 345.90 36.73 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.42 0.00 345.90 36.72 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.50 0.00 345.90 36.72 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.58 0.00 345.89 36.72 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.67 0.00 345.89 36.72 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.75 0.00 345.89 36.71 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.83 0.00 345.89 36.71 0.12 ----- ----- ----- ----- ----- ----- 0.12
65.92 0.00 345.89 36.71 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.00 0.00 345.89 36.71 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.08 0.00 345.89 36.70 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.17 0.00 345.89 36.70 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.25 0.00 345.89 36.70 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.33 0.00 345.89 36.70 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.42 0.00 345.89 36.69 0.12 --
-
-
-- 0.12
•
66.50 0.00 345.89 36.69 0.12 =
_ _=__? ____
_____ _____ =
__ 0.12
66.58 0.00 345.88 36.69 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.67 0.00 345.88 36.69 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.75 0.00 345.88 36.68 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.83 0.00 345.88 36.68 0.12 ----- ----- ----- ----- ----- ----- 0.12
66.92 0.00 345.88 36.68 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.00 0.00 345.88 36.68 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.08 0.00 345.88 36.67 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.17 0.00 345.88 36.67 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.25 0.00 345.88 36.67 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.33 0.00 345.88 36.67 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.42 0.00 345.88 36.66 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.50 0.00 345.88 36.66 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.58 0.00 345.87 36.66 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.67 0.00 345.87 36.66 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.75 0.00 345.87 36.65 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.83 0.00 345.87 36.65 0.12 ----- ----- ----- ----- ----- ----- 0.12
67.92 0.00 345.87 36.65 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.00 0.00 345.87 36.65 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.08 0.00 345.87 36.64 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.17 0.00 345.87 36.64 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.25 0.00 345.87 36.64 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.33 0.00 345.87 36.64 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.42 0.00 345.87 36.63 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.50 0.00 345.87 36.63 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.58 0.00 345.87 36.63 0.12 ----- ----- ----- ----- ----- ----- 0.12
• 68.67 0.00 345.86 36.63 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 18
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
68.75 0.00 345.86 36.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.83 0.00 345.86 36.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
68.92 0.00 345.86 36.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.00 0.00 345.86 36.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.08 0.00 345.86 36.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.17 0.00 345.86 36.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.25 0.00 345.86 36.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.33 0.00 345.86 36.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.42 0.00 345.86 36.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.50 0.00 345.86 36.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.58 0.00 345.86 36.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.67 0.00 345.85 36.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.75 0.00 345.85 36.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.83 0.00 345.85 36.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
69.92 0.00 345.85 36.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.00 0.00 345.85 36.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.08 0.00 345.85 36.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.17 0.00 345.85 36.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.25 0.00 345.85 36.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.33 0.00 345.85 36.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.42 0.00 345.85 36.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.50 0.00 345.85 36.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
. 70.58 0.00 345.85 36.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.67 0.00 345.85 36.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.75 0.00 345.84 36.56 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.83 0.00 345.84 36.56 0.12 ----- ----- ----- ----- ----- ----- 0.12
70.92 0.00 345.84 36.56 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.00 0.00 345.84 36.56 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.08 0.00 345.84 36.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.17 0.00 345.84 36.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.25 0.00 345.84 36.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.33 0.00 345.84 36.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.42 0.00 345.84 36.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.50 0.00 345.84 36.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.58 0.00 345.84 36.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.67 0.00 345.84 36.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.75 0.00 345.83 36.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
71.83 0.00 345.83 36.53 0.12 ----- -; --- ----- ----- ----- ----- 0.12
71.92 0.00 345.83 36.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.00 0.00 345.83 36.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.08 0.00 345.83 36.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.17 0.00 345.83 36.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.25 0.00 345.83 36.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.33 0.00 345.83 36.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.42 0.00 345.83 36.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.50 0.00 345.83 36.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.58 0.00 345.83 36.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.67 0.00 345.83 36.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.75 0.00 345.83 36.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
10 YEAR ROUT Page 19
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
72.83 0.00 345.82 36.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
72.92 0.00 345.82 36.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.00 0.00 345.82 36.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.08 0.00 345.82 36.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.17 0.00 345.82 36.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.25 0.00 345.82 36.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.33 0.00 345.82 36.49 0.12
----- ----- ----- -----
----- -----
0.12
73.42 0.00 345.82 36.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.50 0.00 345.82 36.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.58 0.00 345.82 36.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.67 0.00 345.82 36.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.75 0.00 345.82 36.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
73.83 0.00 345.82 36.47 0.12
----- ----- ----- -----
----- -----
0.12
73.92 0.00 345.81 36.47 0.12
----- ----- ----- -----
----- -----
0.12
74.00 0.00 345.81 36.47 0.12
----- ----- -----
----- ----- -----
0.12
74.08 0.00 345.81 36.47 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.17 0.00 345.81 36.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.25 0.00 345.81 36.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.33 0.00 345.81 36.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.42 0.00 345.81 36.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.50 0.00 345.81 36.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.58 0.00 345.81 36.45 0.12 -___
- 0.12
•
74.67 0.00 345.81 36.45 0.12 _=__ _==__ _____ =____ :
_____ 0.12
74.75 0.00 345.81 36.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.83 0.00 345.81 36.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
74.92 0.00 345.81 36.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.00 0.00 345.80 36.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.08 0.00 345.80 36.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.17 0.00 345.80 36.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.25 0.00 345.80 36.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.33 0.00 345.80 36.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.42 0.00 345.80 36.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.50 0.00 345.80 36.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.58 0.00 345.80 36.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.67 0.00 345.80 36.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.75 0.00 345.80 36.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.83 0.00 345.80 36.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
75.92 0.00 345.80 36.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.00 0.00 345.79 36.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.08 0.00 345.79 36.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.17 0.00 345.79 36.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.25 0.00 345.79 36.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.33 0.00 345.79 36.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.42 0.00 345.79 36.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.50 0.00 345.79 36.39 0.12
----- ----- ----- ----- -----
-----
0.12
76.58 0.00 345.79 36.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.67 0.00 345.79 36.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
76.75 0.00 345.79 36.39 0.12 0.12
76.83 0.00 345.79 36.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
10 YEAR ROUT Page 20
40 Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
76.92 0.00 345.79 36.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.00 0.00 345.79 36.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.08 0.00 345.78 36.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.17 0.00 345.78 36.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.25 0.00 345.78 36.37 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.33 0.00 345.78 36.37 0.12 ----- ----- ----- ----- ----- ----- 0.12
77.42 0.00 345.78 36.37 0.11 ----- ----- ----- ----- ----- ----- 0.11
77.50 0.00 345.78 36.37 0.11 ----- ----- ----- ----- ----- ----- 0.11
77
58 0
00 345.78 36.36 0.11 ----- ----- ----- ----- ----- ----- 0.11
.
77.67 .
0.00 345.78 36.36 0.11 ----- ----- ----- ----- ----- ----- 0.11
77.75 0.00 345.78 36.36 0.11 ----- ----- ----- ----- ----- ----- 0.11
77.83 0.00 345.78 36.36 0.11 ----- ----- ----- ----- ----- ----- 0.11
77.92 0.00 345.78 36.35 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.00 0.00 345.78 36.35 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.08 0.00 345.78 36.35 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.17 0.00 345.77 36.35 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.25 0.00 345.77 36.34 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.33 0.00 345.77 36.34 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.42 0.00 345.77 36.34 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.50 0.00 345.77 36.34 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.58 0.00 345.77 36.33 0.11
----- ----- ----- ----- -----
-----
0.11
78.67 0.00 345.77 36.33 0.11 0.11
78.75 0.00 345.77 36.33 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.83 0.00 345.77 36.33 0.11 ----- ----- ----- ----- ----- ----- 0.11
78.92 0.00 345.77 36.32 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.00 0.00 345.77 36.32 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.08 0.00 345.77 36.32 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.17 0.00 345.77 36.32 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.25 0.00 345.76 36.31 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.33 0.00 345.76 36.31 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.42 0.00 345.76 36.31 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.50 0.00 345.76 36.31 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.58 0.00 345.76 36.30 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.67 0.00 345.76 36.30 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.75 0.00 345.76 36.30 0.11 ----- ----- ----- ----- ----- ----- 0.11
79.83 0.00 345.76 36.30 0.11 ----- ----- ----- ----- ----- 0.11
79.92 0.00 345.76 36.30 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.00 0.00 345.76 36.29 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.08 0.00 345.76 36.29 0.11
----- ----- ----- ----- -----
-----
0.11
80.17 0.00 345.76 36.29 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.25 0.00 345.76 36.29 0.11
----- ----- ----- -----
----- -----
0.11
80.33 0.00 345.75 36.28 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.42 0.00 345.75 36.28 0.11
----- ----- ----- -----
----- -----
0.11
80.50 0.00 345.75 36.28 0.11
----- ----- ----- -----
----- -----
0.11
80.58 0.00 345.75 36.28 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.67 0.00 345.75 36.27 0.11
----- ----- ----- -----
----- -----
0.11
80.75 0.00 345.75 36.27 0.11 ----- ----- ----- ----- ----- ----- 0.11
80.83 0.00 345.75 36.27 0.11 -
-
- 0.11
80.92 0.00 345.75 36.27 0.11 _ ___
_
__=_ ___?_ _____ _____ ___ 0.11
Continues on next page...
10 YEAR ROUT Page 21
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
81.00 0.00 345.75 36.26 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.08 0.00 345.75 36.26 0.11
----- -----
----- -----
-----
-----
0.11
81.17 0.00 345.75 36.26 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.25 0.00 345.75 36.26 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.33 0.00 345.75 36.25 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.42 0.00 345.74 36.25 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.50 0.00 345.74 36.25 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.58 0.00 345.74 36.25 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.67 0.00 345.74 36.24 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.75 0.00 345.74 36.24 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.83 0.00 345.74 36.24 0.11 ----- ----- ----- ----- ----- ----- 0.11
81.92 0.00 345.74 36.24 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.00 0.00 345.74 36.23 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.08 0.00 345.74 36.23 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.17 0.00 345.74 36.23 0.11
----- -----
----- -----
-----
-----
0.11
82.25 0.00 345.74 36.23 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.33 0.00 345.74 36.23 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.42 0.00 345.74 36.22 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.50 0.00 345.74 36.22 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.58 0.00 345.73 36.22 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.67 0.00 345.73 36.22 0.11 ----- ----- ----- ----- ----- ----- 0.11
82.75 0.00 345.73 36.21 0.11 -
-
- 0.11
•
82.83 0.00 345.73 36.21 0.11 __== _
___ _____ ____ _____ _____ 0.11
82.92 0.00 345.73 36.21 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.00 0.00 345.73 36.21 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.08 0.00 345.73 36.20 0.11 ----- ----- ----- ----- ----- - --- 0.11
83.17 0.00 345.73 36.20 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.25 0.00 345.73 36.20 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.33 0.00 345.73 36.20 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.42 0.00 345.73 36.19 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.50 0.00 345.73 36.19 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.58 0.00 345.73 36.19 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.67 0.00 345.72 36.19 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.75 0.00 345.72 36.18 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.83 0.00 345.72 36.18 0.11 ----- ----- ----- ----- ----- ----- 0.11
83.92 0.00 345.72 36.18 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.00 0.00 345.72 36.18 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.08 0.00 345.72 36.18 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.17 0.00 345.72 36.17 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.25 0.00 345.72 36.17 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.33 0.00 345.72 36.17 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.42 0.00 345.72 36.17 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.50 0.00 345.72 36.16 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.58 0.00 345.72 36.16 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.67 0.00 345.72 36.16 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.75 0.00 345.71 36.16 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.83 0.00 345.71 36.15 0.11 ----- ----- ----- ----- ----- ----- 0.11
84.92 0.00 345.71 36.15 0.11 ---
- -
--
- 0.11
•
85.00 0.00 345.71 36.15 0.11 _
____
__
_____ _____ _____ 0.11
Continues on next page...
10 YEAR ROUT Page 22
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
85.08 0.00 345.71 36.15 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.17 0.00 345.71 36.14 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.25 0.00 345.71 36.14 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.33 0.00 345.71 36.14 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.42 0.00 345.71 36.14 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.50 0.00 345.71 36.14 0.11
----- ----- -----
----- -----
-----
0.11
85.58 0.00 345.71 36.13 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.67 0.00 345.71 36.13 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.75 0.00 345.71 36.13 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.83 0.00 345.70 36.13 0.11 ----- ----- ----- ----- ----- ----- 0.11
85.92 0.00 345.70 36.12 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.00 0.00 345.70 36.12 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.08 0.00 345.70 36.12 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.17 0.00 345.70 36.12 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.25 0.00 345.70 36.11 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.33 0.00 345.70 36.11 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.42 0.00 345.70 36.11 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.50 0.00 345.70 36.11 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.58 0.00 345.70 36.10 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.67 0.00 345.70 36.10 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.75 0.00 345.70 36.10 0.11 ----- ----- ----- ----- ----- ----- 0.11
86.83 0.00 345.70 36.10 0.11 -
-
- 0.11
•
86.92 0.00 345.70 36.09 0.11 =__ _=___ ____
____ _____ ? ____= 0.11
87.00 0.00 345.69 36.09 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.08 0.00 345.69 36.09 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.17 0.00 345.69 36.09 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.25 0.00 345.69 36.09 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.33 0.00 345.69 36.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.42 0.00 345.69 36.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.50 0.00 345.69 36.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.58 0.00 345.69 36.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.67 0.00 345.69 36.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.75 0.00 345.69 36.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.83 0.00 345.69 36.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
87.92 0.00 345.69 36.07 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.00 0.00 345.69 36.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.08 0.00 345.68 36.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.17 0.00 345.68 36.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.25 0.00 345.68 36.06 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.33 0.00 345.68 36.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.42 0.00 345.68 36.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.50 0.00 345.68 36.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.58 0.00 345.68 36.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.67 0.00 345.68 36.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.75 0.00 345.68 36.04 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.83 0.00 345.68 36.04 0.11 ----- ----- ----- ----- ----- ----- 0.11
88.92 0.00 345.68 36.04 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.00 0.00 345.68 36.04 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 89.08 0.00 345.68 36.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
10 YEAR ROUT Page 23
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
89.17 0.00 345.68 36.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.25 0.00 345.67 36.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.33 0.00 345.67 36.03 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.42 0.00 345.67 36.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.50 0.00 345.67 36.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.58 0.00 345.67 36.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.67 0.00 345.67 36.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.75 0.00 345.67 36.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.83 0.00 345.67 36.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
89.92 0.00 345.67 36.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.00 0.00 345.67 36.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.08 0.00 345.67 36.01 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.17 0.00 345.67 36.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.25 0.00 345.67 36.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.33 0.00 345.66 36.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.42 0.00 345.66 36.00 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.50 0.00 345.66 35.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.58 0.00 345.66 35.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.67 0.00 345.66 35.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.75 0.00 345.66 35.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.83 0.00 345.66 35.98 0.11 ----- ----- ----- ----- ----- ----- 0.11
90.92 0.00 345.66 35.98 0.11 -
- - -- 0.11
•
91.00 0.00 345.66 35.98 0.11 ___
_____ _:___ _____ ___
_ __? 0.11
91.08 0.00 345.66 35.98 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.17 0.00 345.66 35.98 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.25 0.00 345.66 35.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.33 0.00 345.66 35.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.42 0.00 345.66 35.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.50 0.00 345.65 35.97 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.58 0.00 345.65 35.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.67 0.00 345.65 35.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.75 0.00 345.65 35.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.83 0.00 345.65 35.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
91.92 0.00 345.65 35.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.00 0.00 345.65 35.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.08 0.00 345.65 35.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.17 0.00 345.65 35.95 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.25 0.00 345.65 35.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.33 0.00 345.65 35.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.42 0.00 345.65 35.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.50 0.00 345.65 35.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.58 0.00 345.65 35.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.67 0.00 345.64 35.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.75 0.00 345.64 35.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.83 0.00 345.64 35.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
92.92 0.00 345.64 35.93 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.00 0.00 345.64 35.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.08 0.00 345.64 35.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 93.17 0.00 345.64 35.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Page 24
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
93.25 0.00 345.64 35.92 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.33 0.00 345.64 35.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.42 0.00 345.64 35.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.50 0.00 345.64 35.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.58 0.00 345.64 35.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.67 0.00 345.64 35.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.75 0.00 345.63 35.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.83 0.00 345.63 35.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
93.92 0.00 345.63 35.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.00 0.00 345.63 35.90 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.08 0.00 345.63 35.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.17 0.00 345.63 35.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.25 0.00 345.63 35.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.33 0.00 345.63 35.89 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.42 0.00 345.63 35.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.50 0.00 345.63 35.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.58 0.00 345.63 35.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.67 0.00 345.63 35.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.75 0.00 345.63 35.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.83 0.00 345.63 35.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
94.92 0.00 345.62 35.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.00 0.00 345.62 35.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 95.08 0.00 345.62 35.87 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.17 0.00 345.62 35.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.25 0,00 345.62 35.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.33 0.00 345.62 35.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.42 0.00 345.62 35.86 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.50 0.00 345.62 35.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.58 0.00 345.62 35.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.67 0.00 345.62 35.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.75 0.00 345.62 35.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.83 0.00 345.62 35.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
95.92 0.00 345.62 35.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.00 0.00 345.62 35.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.08 0.00 345.61 35.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.17 0.00 345.61 35.84 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.25 0.00 345.61 35.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.33 0.00 345.61 35.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.42 0.00 345.61 35.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.50 0.00 345.61 35.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.58 0.00 345.61 35.83 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.67 0.00 345.61 35.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.75 0.00 345.61 35.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.83 0.00 345.61 35.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
96.92 0.00 345.61 35.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.00 0.00 345.61 35.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.08 0.00 345.61 35.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.17 0.00 345.61 35.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
• 97.25 0.00 345.60 35.81 0.11 ----- ----- ----- ----- ----- ----- 0.11
Continues on next page...
10 YEAR ROUT Page 25
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
97.33 0.00 345.60 35.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.42 0.00 345.60 35.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.50 0.00 345.60 35.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.58 0.00 345.60 35.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.67 0.00 345.60 35.80 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.75 0.00 345.60 35.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.83 0.00 345.60 35.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
97.92 0.00 345.60 35.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.00 0.00 345.60 35.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.08 0.00 345.60 35.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.17 0.00 345.60 35.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.25 0.00 345.60 35.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.33 0.00 345.60 35.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.42 0.00 345.59 35.78 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.50 0.00 345.59 35.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.58 0.00 345.59 35.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.67 0.00 345.59 35.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.75 0.00 345.59 35.77 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.83 0.00 345.59 35.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
98.92 0.00 345.59 35.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.00 0.00 345.59 35.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.08 0.00 345.59 35.76 0.11 -
- - 0.11
. 99.17 0.00 345.59 35.75 0.11 ==
__ _____ _____
=_=_ _____ =
=__ 0.11
99.25 0.00 345.59 35.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.33 0.00 345.59 35.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.42 0.00 345.59 35.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.50 0.00 345.59 35.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.58 0.00 345.58 35.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.67 0.00 345.58 35.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.75 0.00 345.58 35.74 0.11 ----- ----- ----- ----- ----- ----- 0.11
99.83 0.00 345.58 35.74 0.10 ----- ----- ----- ----- ----- ----- 0.10
99.92 0.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- - --- 0.10
100.00 0.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.08 0.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.17 0.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.25 0.00 345.58 35.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.33 0.00 345.58 35.72 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.42 0.00 345.58 35.72 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.50 0.00 345.58 35.72 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.58 0.00 345.58 35.72 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.67 0.00 345.58 35.71 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.75 0.00 345.57 35.71 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.83 0.00 345.57 35.71 0.10 ----- ----- ----- ----- ----- ----- 0.10
100.92 0.00 345.57 35.71 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.00 0.00 345.57 35.70 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.08 0.00 345.57 35.70 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.17 0.00 345.57 35.70 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.25 0.00 345.57 35.70 0.10 -
-
--_-
- - 0.10
• 101.33 0.00 345.57 35.70 0.10 __=
_ =__
? ====_ =
___
_ ?__
_ 0.10
Continues on next page...
10 YEAR ROUT
Page 26
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
101.42 0.00 345.57 35.69 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.50 0.00 345.57 35.69 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.58 0.00 345.57 35.69 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.67 0.00 345.57 35.69 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.75 0.00 345.57 35.68 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.83 0.00 345.57 35.68 0.10 ----- ----- ----- ----- ----- ----- 0.10
101.92 0.00 345.57 35.68 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.00 0.00 345.56 35.68 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.08 0.00 345.56 35.68 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.17 0.00 345.56 35.67 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.25 0.00 345.56 35.67 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.33 0.00 345.56 35.67 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.42 0.00 345.56 35.67 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.50 0.00 345.56 35.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.58 0.00 345.56 35.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.67 0.00 345.56 35.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.75 0.00 345.56 35.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.83 0.00 345.56 35.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
102.92 0.00 345.56 35.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.00 0.00 345.56 35.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.08 0.00 345.56 35.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.17 0.00 345.55 35.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 103.25 0.00 345.55 35.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.33 0.00 345.55 35.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.42 0.00 345.55 35.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.50 0.00 345.55 35.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.58 0.00 345.55 35.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.67 0.00 345.55 35.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.75 0.00 345.55 35.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.83 0.00 345.55 35.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
103.92 0.00 345.55 35.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.00 0.00 345.55 35.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.08 0.00 345.55 35.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.17 0.00 345.55 35.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.25 0.00 345.55 35.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.33 0.00 345.54 35.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.42 0.00 345.54 35.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.50 0.00 345.54 35.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.58 0.00 345.54 35.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.67 0.00 345.54 35.61 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.75 0.00 345.54 35.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.83 0.00 345.54 35.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
104.92 0.00 345.54 35.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.00 0.00 345.54 35.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.08 0.00 345.54 35.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.17 0.00 345.54 35.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.25 0.00 345.54 35.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.33 0.00 345.54 35.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 105.42 0.00 345.54 35.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
10 YEAR ROUT
0 Hydrograph Discharge Table
Page 27
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
105.50 0.00 345.54 35.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.58 0.00 345.53 35.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.67 0.00 345.53 35.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.75 0.00 345.53 35.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.83 0.00 345.53 35.58 0.10 ----- ----- ----- ----- ----- ----- 0.10
105.92 0.00 345.53 35.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.00 0.00 345.53 35.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.08 0.00 345.53 35.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.17 0.00 345.53 35.57 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.25 0.00 345.53 35.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.33 0.00 345.53 35.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.42 0.00 345.53 35.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.50 0.00 345.53 35.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.58 0.00 345.53 35.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.67 0.00 345.53 35.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.75 0.00 345.52 35.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.83 0.00 345.52 35.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
106.92 0.00 345.52 35.55 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.00 0.00 345.52 35.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.08 0.00 345.52 35.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.17 0.00 345.52 35.54 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 107.25
107.33 0.00
0.00 345.52
345.52 35.54
35.54 0.10
0.10 ----- ----- ----- ----- ----- -----
----- ----- ----- ----- ----- ----- 0.10
0.10
107.42 0.00 345.52 35.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.50 0.00 345.52 35.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.58 0.00 345.52 35.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.67 0.00 345.52 35.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.75 0.00 345.52 35.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.83 0.00 345.52 35.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
107.92 0.00 345.52 35.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.00 0.00 345.51 35.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.08 0.00 345.51 35.52 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.17 0.00 345.51 35.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.25 0.00 345.51 35.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.33 0.00 345.51 35.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.42 0.00 345.51 35.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.50 0.00 345.51 35.51 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.58 0.00 345.51 35.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.67 0.00 345.51 35.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.75 0.00 345.51 35.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.83 0.00 345.51 35.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
108.92 0.00 345.51 35.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.00 0.00 345.51 35.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.08 0.00 345.51 35.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.17 0.00 345.51 35.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.25 0.00 345.50 35.49 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.33 0.00 345.50 35.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.42 0.00 345.50 35.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 109.50 0.00 345.50 35.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
10 YEAR ROUT Page 28
• Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
109.58 0.00 345.50 35.48 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.67 0.00 345.50 35.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.75 0.00 345.50 35.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.83 0.00 345.50 35.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
109.92 0.00 345.50 35.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.00 0.00 345.50 35.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.08 0.00 345.50 35.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.17 0.00 345.50 35.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.25 0.00 345.50 35.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.33 0.00 345.50 35.46 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.42 0.00 345.50 35.45 0.10 ---- ----- ----- ----- ----- ----- 0.10
110.50 0.00 345.49 35.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.58 0.00 345.49 35.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.67 0.00 345.49 35.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.75 0.00 345.49 35.45 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.83 0.00 345.49 35.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
110.92 0.00 345.49 35.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.00 0.00 345.49 35.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.08 0.00 345.49 35.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.17 0.00 345.49 35.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.25 0.00 345.49 35.43 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 111.33
111.42 0.00
0.00 345.49
345.49 35.43
35.43 0.10
0.10 _____ __-__ _-_-_ -=--- __-__ _____ 0.10
0.10
111.50 0.00 345.49 35.43 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.58 0.00 345.49 35.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.67 0.00 345.48 35.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.75 0.00 345.48 35.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.83 0.00 345.48 35.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
111.92 0.00 345.48 35.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.00 0.00 345.48 35.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.08 0.00 345.48 35.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.17 0.00 345.48 35.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.25 0.00 345.48 35.41 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.33 0.00 345.48 35.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.42 0.00 345.48 35.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.50 0.00 345.48 35.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.58 0.00 345.48 35.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.67 0.00 345.48 35.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.75 0.00 345.48 35.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.83 0.00 345.48 35.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
112.92 0.00 345.47 35.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.00 0.00 345.47 35.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.08 0.00 345.47 35.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.17 0.00 345.47 35.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.25 0.00 345.47 35.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.33 0.00 345.47 35.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.42 0.00 345.47 35.38 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.50 0.00 345.47 35.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 113.58 0.00 345.47 35.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
10 YEAR ROUT
Page 29
• Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
113.67 0.00 345.47 35.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.75 0.00 345.47 35.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.83 0.00 345.47 35.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
113.92 0.00 345.47 35.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.00 0.00 345.47 35.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.08 0.00 345.47 35.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.17 0.00 345.46 35.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.25 0.00 345.46 35.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.33 0.00 345.46 35.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.42 0.00 345.46 35.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.50 0.00 345.46 35.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.58 0.00 345.46 35.35 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.67 0.00 345.46 35.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.75 0.00 345.46 35.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.83 0.00 345.46 35.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
114.92 0.00 345.46 35.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.00 0.00 345.46 35.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.08 0.00 345.46 35.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.17 0.00 345.46 35.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.25 0.00 345.46 35.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.33 0.00 345.46 35.33 0.10 ----- ----- ----- ----- ----- ----- 0.10

0 115.42
115.50 0.00
0.00 345.46
345.45 35.33
35.32 0.10
0.10 _____ _____ _--?- _?_?_ =_=_= _-___ 0.10
0.10
115.58 0.00 345.45 35.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.67 0.00 345.45 35.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.75 0.00 345.45 35.32 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.83 0.00 345.45 35.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
115.92 0.00 345.45 35.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.00 0.00 345.45 35.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.08 0.00 345.45 35.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.17 0.00 345.45 35.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.25 0.00 345.45 35.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.33 0.00 345.45 35.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.42 0.00 345.45 35.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.50 0.00 345.45 35.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.58 0.00 345.45 35.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.67 0.00 345.45 35.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.75 0.00 345.44 35.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.83 0.00 345.44 35.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
116.92 0.00 345.44 35.29 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.00 0.00 345.44 35.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.08 0.00 345.44 35.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.17 0.00 345.44 35.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.25 0.00 345.44 35.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.33 0.00 345.44 35.28 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.42 0.00 345.44 35.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
117.50 0.00 345.44 35.27 0.10 - --- ----- ----- ----- ----- ----- 0.10
117.58 0.00 345.44 35.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
• 117.67 0.00 345.44 35.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
Continues on next page...
10 YEAR ROUT
• Hydrograph Discharge Table
Time Inflow Elevation
(hrs) cfs ft
117.75 0.00 345.44
117.83 0.00 345.44
117.92 0.00 345.44
118.00 0.00 345.43
118.08 0.00 345.43
118.17 0.00 345.43
118.25 0.00 345.43
118.33 0.00 345.43
118.42 0.00 345.43
118.50 0.00 345.43
118.58 0.00 345.43
118.67 0.00 345.43
118.75 0.00 345.43
... End
•
Page 30
Clv A Clv B Clv C Clv D Wr A Wr B Wr C MID Outflow
cfs cfs cfs cfs cfs cfs cfs cfs cfs
35.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.26 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.25 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.25 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.25 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.25 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.24 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.24 0.10 ----- ----- ----- ----- ----- ----- 0.10
35.24 0.10 ----- ----- ----- ----- ----- ----- 0.10
0
Hydrograph Report
•
Hyd. No. 6
25 YEAR ROUT
Hydrograph type = Reservoir
Storm frequency = 25 yrs
Inflow hyd. No. = 3
Max. Elevation = 347.63 ft
Storage Indication method used.
Hydrograph Discharge Table
Peak discharge
Time interval
Reservoir name
Max. Storage
Page 1
English
= 23.77 cfs
=5min
= POND D
= 284,892 cult
Total Volume = 151,476 cuft
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.58 69.00 346.96 39.90 0.16 ----- ----- 6.09 ----- ----- ----- 6.25
0.67 53.00 347.28 40.80 0.17 ----- ----- 13.33 ----- ----- ----- 13.50
0.75 45.00 347.48 41.36 0.18 ----- ----- 18.84 ----- ----- ----- 19.02
0.83 34.00 347.59 41.68 0.18 ----- ----- 22.27 ----- ----- ----- 22.45
0.92 26.00 347.63 << 41.79 0.18 ----- ----- 23.59 ----- ----- ----- 23.77 <<
1.00 20.00 347.63 41.78 0.18 ----- ----- 23.45 ----- ----- ----- 23.63
1.08 15.00 347.60 41.69 0.18 ----- ----- 22.38 ----- ----- ----- 22.56
1.17 11.00 347.54 41.54 0.18 ----- ----- 20.76 ----- ----- ----- 20.94
• 1.25
1.33 8.00
6.00 347.48
347.41 41.36
41.17 0.18
0.18 ----- -----
----- ----- 18.86
16.92 ----- ----- -----
----- ----- ----- 19.04
17.10
1.42 5.00 347.34 40,99 0.17 ----- ----- 15.13 ----- ----- ----- 15.30
1.50 4.00 347.28 40.81 0.17 ----- ----- 13.50 ----- ----- ----- 13.67
1.58 3.00 347.22 40.65 0.17 ----- ----- 12.03 ----- ----- ----- 12.20
1.67 2.00 347.17 40.50 0.17 ----- ----- 10.68 ----- ----- ----- 10.85
1.75 0.00 347.11 40.34 0.17 ----- ----- 9.35 ----- ----- ----- 9.51
1.83 0.00 347.06 40.18 0.17 ----- ----- 8.14 ----- ----- ----- 8.30
1.92 0.00 347.01 40.04 0.16 ----- ----- 7.10 ----- ----- ----- 7.26
2.00 0.00 346.97 39.92 0.16 ----- ----- 6.23 ----- ----- ----- 6.39
2.08 0.00 346.93 39.81 0.16 ----- ----- 5.47 ----- ----- ----- 5.63
2.17 0.00 346.89 39.71 0.16 ----- ----- 4.82 ----- ----- ----- 4.98
2.25 0.00 346.86 39.62 0.16 ----- ----- 4.29 ----- ----- ----- 4.45
2.33 0.00 346.84 39.54 0.16 ----- ----- 3.82 ----- ----- ----- 3.98
2.42 0.00 346.81 39.47 0.16 ----- ----- 3.40 ----- ----- ----- 3.56
2.50 0.00 346.79 39.41 0.16 ----- ----- 3.06 ----- ----- ----- 3.21
2.58 0.00 346.77 39,35 0.16 ----- ----- 2.77 ----- ----- ----- 2.92
2.67 0.00 346.75 39.30 0.15 ----- ----- 2.51 ----- ----- ----- 2.66
2.75 0.00 346.74 39.25 0.15 ----- ----- 2.27 ----- ----- ----- 2.42
2.83 0.00 346.72 39.21 0.15 ----- ----- 2.05 ----- ----- ----- 2.20
2.92 0.00 346.71 39.17 0.15 ----- ----- 1.85 ----- ----- ----- 2.01
3.00 0.00 346.70 39.14 0.15 ----- ----- 1.69 ----- ----- ----- 1.84
3.08 0.00 346.68 39.10 0.15 ----- ----- 1.56 ----- ----- ----- 1.71
3.17 0.00 346.67 39.07 0.15 ----- ----- 1.44 ----- ----- ----- 1.59
3.25 0.00 346.66 39.04 0.15 ----- ----- 1.33 ----- ----- ----- 1.48
3.33 0.00 346.65 39.01 0.15 ----- ----- 1.23 ----- ----- ----- 1.38
3.42 0.00 346.65 38.99 0.15 ----- ----- 1.13 ----- ----- ----- 1.28
• 3.50 0.00 346.64 38.97 0.15 ----- ----- 1.04 ----- ----- ----- 1.19
Continues on next page...
25 YEAR ROUT Page 2
Hydrograph Discharge Table

Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
3.58 0.00 346.63 38.94 0.15 ----- ----- 0.96 ----- ----- ----- 1.11
3.67 0.00 346.62 38.92 0.15 ----- ----- 0.88 ----- ----- ----- 1.03
3.75 0.00 346.62 38.91 0.15 ----- ----- 0.81 ----- ----- ----- 0.96
3.83 0.00 346.61 38.89 0.15 ----- ----- 0.74 ----- ----- ----- 0.89
3.92 0.00 346.61 38.87 0.15 ----- ----- 0.68 ----- ----- ----- 0.83
4.00 0.00 346.60 38.86 0.15 ----- ----- 0.62 ----- ----- ----- 0.77
4.08 0.00 346.60 38.84 0.15 ----- ----- 0.59 ----- ----- ----- 0.74
4.17 0.00 346.59 38.83 0.15 ----- ----- 0.56 ----- ----- ----- 0.71
4.25 0.00 346.59 38.82 0.15 ----- ----- 0.53 ----- ----- ----- 0.68
4.33 0.00 346.58 38.80 0.15 ----- ----- 0.51 ----- ----- ----- 0.65
4.42 0.00 346.58 38.79 0.15 ----- ----- 0.48 ----- ----- ----- 0.63
4.50 0.00 346.57 38.78 0.15 ----- ----- 0.46 ----- ----- ----- 0.60
4.58 0.00 346.57 38.77 0.15 ----- ----- 0.43 ----- ----- ----- 0.58
4.67 0.00 346.57 38.76 0.15 ----- ----- 0.41 ----- ----- ----- 0.56
4.75 0.00 346.56 38.75 0.15 ----- ----- 0.39 ----- ----- ----- 0.54
4.83 0.00 346.56 38.74 0.15 ----- ----- 0.37 ----- ----- ----- 0.52
4.92 0.00 346.56 38.73 0.15 ----- ----- 0.35 ----- ----- ----- 0.49
5.00 0.00 346.55 38.72 0.15 ----- ----- 0.33 ----- ----- ----- 0.48
5.08 0.00 346.55 38.71 0.15 ----- ----- 0.31 ----- ----- ----- 0.46
5.17 0.00 346.55 38.70 0.15 ----- ----- 0.29 ----- ----- ----- 0.44
5.25 0.00 346.54 38.69 0.15 ----- ----- 0.27 ----- ----- ----- 0.42
5.33 0.00 346.54 38.68 0.15 ----- ----- 0.26 ----- ----- ----- 0.41
5.42 0.00 346.54 38.68 0.15 ----- ----- 0.24 ----- ----- ----- 0.39
5.50 0.00 346.54 38.67 0.15 ----- ----- 0.23 ----- ----- ----- 0.37
5.58 0.00 346.53 38.66 0.15 ----- ----- 0.21 ----- ----- ----- 0.36
5.67 0.00 346.53 38.66 0.15 ----- ----- 0.20 ----- ----- ----- 0.35
5.75 0.00 346.53 38.65 0.15 ----- ----- 0.19 ----- ----- ----- 0.33
5.83 0.00 346.53 38.64 0.15 ----- ----- 0.17 ----- ----- ----- 0.32
5.92 0.00 346.53 38.64 0.15 ----- ----- 0.16 ----- ----- ----- 0.31
6.00 0.00 346.52 38.63 0.15 ----- ----- 0.15 ----- ----- ----- 0.29
6.08 0.00 346.52 38.63 0.15 ----- ----- 0.14 ----- ----- ----- 0.28
6.17 0.00 346.52 38.62 0.15 ----- ----- 0.13 ----- ----- ----- 0.27
6.25 0.00 346.52 38.62 0.15 ----- ----- 0.12 ----- ----- ----- 0.26
6.33 0.00 346.52 38.61 0.15 ----- ----- 0.11 ----- ----- ----- 0.25
6.42 0.00 346.52 38.61 0.15 ----- ----- 0.10 ----- ----- ----- 0.24
...End
f?
• PROJECT: GARNER RETAIL
POND: POND D
PERMANENT POOL SURFACE AREA:
DRAINAGE AREA: 18 ACRES
% IMPERVIOUS: 70 %
PERMANENT POOL DEPTH: 5.5 FT
SA/DA RATIO: 1.86
REQUIRED SURFACE AREA: 0.3348 ACRES
14,584 SF
NORMAL POOL AREA PROVIDED: 37,500 SF
1" STORM VOLUME:
Rv=.05+.009(1)
WHERE:
Rv= RUNOFF COEFFICIENT
1= PERCENT IMPERVIOUS
• Rv: 0.681N/IN
VOLUME: (DESIGN RAINFALL)(Rv)(DRAINAGE AREA)
VOLUME: 0.479808 ACRE/FT
20,900 CF
HEIGHT ABOVE NORMAL POOL: 0.56 FT
HEIGHT ABOVE NORMAL POOL
PROVIDED: 4.5 FT
CJ
• PROJECT: WHITE OAK CROSSINGS
1" DRAW-DOWN CLCULATIONS
POND D
1" RAIN DRAW-DOWN
ORFICE EQUATION: Q=CDA(2gh)"'
SOLVE FOR Q
CD:
0.60
A(CROSS ECTIONAL AREA OF DRAW-DOWN DEVICE):
DIAMETER OF DRAW-DOWN DEVICE (FT): 0.16
A: 0.020096
g (ACCELERATION) (FT/SEC2): 32.2
h (HEIGHT ASSOCIATED W/1 "RAIN) (FT): 0.73
h/2 (AVERAGE HEIGHT ASSOCIATED W/1" 0.365
Q
0.06
• 1" RAIN VOLUME (CF): 20,900.00
TIME (HOURS)
99.31 MUST BE GREATER THAN 48 HOURS
0
O? W A
6-i? T ?9pG
.' -i
O`iii? Y
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
January 11, 2002
Mr. Toby J. Dickens
Cross Engineering
15300 Weston Parkway, Suite 106
Cary, NC 27513
Subject
Dear Mr. Dickens:
White Oak Crossing
DWQ# 011431
Wake County
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that
additional information is necessary to complete the technical review process. The required additional information is as
follows:
1. 85% TSS Removal Requirement
The Isolated Wetland Permit No. 1 issued on December 5, 2001 requires stormwater management facilities
designed to remove 85% TSS per the NCDENR Stormwater Best Management Practices Manual, April 1999. It is
not clear whether or not ponds C and D meet this requirement. Please provide the necessary design information
and calculations to show that 85% TSS removal shall be achieved. Please note that dry or wet basins followed by
forested filter strips can meet the 85% TSS removal requirement if designed according to the above manual.
2. Worksheet vs. Plan Information
The elevation information in the work sheets does not appear to correspond with the information in the plans. The
permanent pool elevations and temporary pool elevations are not clear. Also, the elevation of the vegetative shelf in
pond A appears to be above the permanent pool elevations. Until this information is clarified, it cannot be
determined if the sizing information provided is corrector if the facilities are designed according to the NCDENR
Stormwater Best Management Practices Manual, April 1999.
3. Impervious Cover
The worksheets list the imperviousness of drainage areas A and B as 70%. It appears that the impervious
percentage may be more than indicated. Please provide a break down of pervious and impervious area for each
drainage area (including C and D).
4. Level Spreaders
Please provide level spreader detail and design calculations.
5. Operation and Maintenance Agreement
An operation and maintenance agreement is required for ponds C and D, also. The operation and maintenance
agreement must also be signed by the responsible party and notarized. An example agreement for an extended
detention wet pond is available on line at hftp://h2o.enr.state.nc.us/ncwetlands/oandm.doc.
Division wetlands unit staff will strive to complete a final technical review within 10 working days of receipt of the
requested information. If you have any questions or would like to discuss this project, please contact me at (919) 733-
9584. Also, please note that the NCDENR Stormwater Best Management Practices Manual, April 1999, and other
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), http://h2o.enr.state.nc.us/ncwetiands/

documents and information can be downloaded from the Wetlands Unit web site at
http://h2o.ehnr.state.nc.us/ncwetlands/.
Since ely,
Tbdd St. John, PE
Environmental Engineer
Page 2 of 2
Raleigh Regional Office
File
CROS
Cross Engineering, PLLC
15300 Weston Pkwy, Suite 106, Cary, NC 27513
Phone: [phone]
Fax: [phone]
To: Todd St. John
Company: NC DENR
TRANSMITTAL
?3/
Date: 1-.4-02
Project:: White Oak Crossings
Address: Parview Bldg./2321 Crabtree Blvd CE #: 01014.01
Raleigh, NC 27604 Re: Resubmittal
FOR YOUR:
? Approval
2 Use ? Information 0 Review & Comment ? Record ? Distribution
WE TRANSMIT THE FOLLOWING:
COPIES DATE DESCRIPTION
1 1-04-02 Worksheet Pond 'A' and '13'
1 1-04-02 Revised Drawings
1 1-04-02 Drainage Delineation Maps
1- ?'02 I D.U o i- Z ? -rr-F- R

REMARKS: Note the attached drawing.
1"I - CC: File(1), Keith Paris-Paris Projects, Tom McMillan-Collett&Ass( CM 6 15300 Weston Parkway, Suite 106, Cary, NC 27513 Phone: [phone] Fax: [phone]

T ? C R 0 S
January 3, 2002
Mr. Todd St. John
401 Wetlands Certification Unit
Division of Water Quality
2321 Crabtree Blvd., Raleigh, NC 27604-
2260
SUBJECT: WHITE OAK CROSSINGS
CE PROJECT NO. 98025.06
A" 8 W
Dear Mr. St. John:
Enclosed is one set of revised plans for your review and consideration. Also, note the
following response to comments:
1) Forebay:
Forebays installed in each pond to accomidate 20% of permanent pool capacity.
2) Inlet/Outlet Structure Location:
The inlet structure to pond 'B' has been modified to discharge behind the forebay which
shall act as a baffle to minimize turbulence and short circuiting. We believe corrective
measures are not required for pond 'A'.
3) Vegetative Side Slopes:
Pond 'A' shall be stabilized with permanent seeding consisting of Sericea Laspedeza
and Kobe Laspedeza fortified with a geogrid system, American Green S-75, applied
above the permanent pool. Pond 'B' shall be stabilized the same seed to be used on
pond 'A', however, a geogrid system is not necessary.
4) Vegetative Shelf:
Vegitative shelf provided as requested.
15300 Weston Parkway Suite 106 Cary, NC 27513
Phone: [phone] Fax: [phone] Welosite: www.crossengineering.com
January 4, 2002
Mr. Todd St. John
Division of Water Quality
Page 2 of 2
5) Drainage Area:
Maps delineating pre and post drainage areas are enclosed.
6) Neuse Buffer Rules:
Diffuse flow has been provided for both pond discharge points via a level spreader and
100' of buffer area. Also, I have enclosed a letter from Frank Powell, Town of Garner
Town Engineer, stating that the site nitrogen accumulation has been reduced to 3.6
Ibs/acre/year.
Please let me know if you have quess,toncerning this matter.
Sincerely,
Cross ngin 5ef ing, PL
Toby Dickens, PE
Enclosures: Revised set of plans (1), Drainage Area Maps, Ponds 'A' and 'B' basin
Worksheets
CC: Keith Paris - Paris Projects, Les Basnight - Jones Bros., Tom MaMillan - Collett &
Associates
X:\Projects\98026\98026.06 White Oak Crossing\Project Management\1-03-02 NCDENR Response to Comments.doc
O?O? W AT ?RQG
r
O `C
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
December 21, 2001
Mr. Toby J. Dickens
Cross Engineering
15300 Weston Parkway, Suite 106
Cary, NC 27513
Subject:
White Oak Crossing

Dear Mr. Dickens:
Please find the enclosed submittal that you sent to me referencing the subject project. The submittal included plans for
two ponds and two signed and notarized Operation and Maintenance Agreements. However, the purpose of the submittal
is not clear. A review of projects in our data base did reveal a commercial development with the above name that was
recently issued and Individual Permit to impact isolated wetlands in Wake County, NC (DWQ No. 011431). 1 reviewed the
file but could not clearly connect the project with your submittal. Nevertheless, since this is likely the project to which your
submittal was intended, I have prepared a response based on that assumption.
`•1. Forebay
All stormwater wet detention basins are required to have a forebay to facilitate TSS removal. The forebay should
be approximately 20% of the total basin volume. Reference NCDENR Stormwater Best Management Practices
Manual, April 1999.
"2. Inlet/Outlet Structure Location
The inlet and outlet structures must be placed to minimize short circuiting and turbulence. A long flow path of at
least 3:1 Length to width will help to maximize the settling efficiency of the water quality structure. The submitted
design will be subject to short circuiting. This issue may be addressed through structure relocation, baffles,
forebays, etc.
J 3. Vegetated Side Slopes
The basin side slopes above the permanent pool down to the vegetative shelf must be stabilized with vegetation
and side slopes no steeper than 3:1 (horizontal to vertical). If the side slopes are steeper stabilization such as
geotextile fabrics should be specified on the plans to help prevent side slope erosion. Landscape information must
be clearly stated on engineering plans.
4. Vegetative Shelf
A vegetative shelf around the perimeter of the pond is required. The shelf shall be gently sloped (6:1 or flatter) from
the permanent pool elevation downward and shall consist of native vegetation.
J 5. Drainage Area
Wet detention basins must be designed to treat all of the runoff draining to the basin. Please The drainage area
must be delineated including offsite drainage to the basin on a site plan.
6. Neuse Buffer Rules
Assuming this project is in the Neuse basin, all new stormwater discharges must provide diffuse flow through the
entire buffer. This must be specified on the plans. If this cannot be achieved then you must provide stormwater
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), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
measures designed to remove at least 30% nitrogen from the runoff. In the case of extended detention wet basins,
additional nitrogen removal practices would be required since properly designed extended detention wet detention
basins are assumed to remove only 25% nitrogen. Additional approval from this would also be necessary in such
cases.
Division wetlands unit staff will strive to complete a final technical review within 10 working days of receipt of the
requested information. If you have any questions or would like to discuss this project, please contact me at (919) 733-
9584. Also, please note that the NCDENR Stormwater Best Management Practices Manual, April 1999, and other
documents and information can be downloaded from the Wetlands Unit web site at
http://h2o.ehnr.state.nc.us/ncwetlands/.
Sincerely,
?Ifi
Todd St. John, E
Environmental Engineer
Attachments
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GENERAL NOTES:
TOTAL PROJECT AREA. 81.91 AC
TOTAL 9NPERVIOUS AREA. 58 AC
N POSS9ID1 ?nmu MK W D-THM lff ff TM{$ ooaigt Ril01f MOM PUM=M Fm QRi _
-- - `?EllEmlK P.L. 3
3,2/14/2001 09:40 9196700206 CROSS ENGINEERING PAGE 02
1'7/12/2601 10: d4 9190469467 SEEC
r
Project No. UWQ

(robe provided by DWO
DIVISION OF WATER QUALITY - 4911 WET pETENT1QN BASIN WORKSHEET
yWQ StorniNy - T Managcment Plan Review:
A complete stormwatcr inanagem.snt plan 6ubinittal includes a Nvet detention baSitt worksheet for each basin,
design calculations. plans and specifications showing all basin and outlet structure details, and n fully executed
operation and ipaintQttance agreement. An Incomplete submittal package will result in a request for additional
information awl will substantially delay final review ahhd approval of the pro)ect.
1. PROJECT WORMATION (please complete file following information):
)PrajeetName . White Oak Crossing
CoutactPe+'soth: Toby Dickens _ Phone Number: f X19 x_678-0035
F'or pQojectsAwr ith multiple basins, apeeify which basin this worksheet applies to: Neuse River Basin
Bmiin Il??ffBottom l?Eevation 356 ft. (avorage elevation of thy: floor of the basin)
Rernlttrtent Pool Mavation 51? R. (elevation of tite or'iflee invert out)
Temporary Pool Elevation ?• ?? ft. (devotion of tite outlet structure invert in)
Perniattent Pool Surface Area 22,015 sq, ft. (water ,surface area at permanent pool elevation)
D vittage A,rei. ac. (on-site and off-site drainage to the basin)
Impervious Area ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume _Z298984 ctt, ft. (combined volumm of main basin and forbbay)
Tcmporaty Pool Volume _3.1 ?562 _ cu, ft. (vvluttie detained on tor, of the penrlonent pool)
Forebay Volume /170 00cu. ft.
SA/DA used 2.27 (surface area to drainage area ratio)
Diameter of Orifice 2__,_ in. (draw down orifice diameter)
II. REQUIRED ITEMS MEC'KLIST
Thr following checklist outlines design requirements per the Storrowater Best Maltagement Practices manual
(N.C. Department of Environment, Health and Natural Xasources, November 1995) and Administrative Code
Section; 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been twat and supporting decuhneutatiotf is attached..l'a requirernew has not been rnet. atrach art explanatfo» of
why.
AvvliCants lrhitigl.s
'The tenipgrary pool controls runoff ftotn the I inch stone eveni..
.The basin length to width ratio is gveater than 3:1.
no basin side slopes are uo steeper than 3:'1.
A submerged uad vegetated perimeter shelf at less than 6:1 is provided.
x Vegetation to tkte pern»anent pool elevation is specified.
An emergency drain is provided to drain the basin,
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days,
The fortbay volume is approximately equal to 20% of the total basin volume.
Sediment storago is provided in the Permanent pool,
x Access is provided for;nutintenonce,
x A minimum 30=Foot vegetative filter is provided at the outlet.
X ;A site specific operation and maintenance (O&M) plan is provided.
,x _A vegetation rnataagemeutlirhowihtg schedule is provided in the O&M plan.
x Semi-annual inspections are specified ill the O&M. plan,
A debris check is specified In the O&M plan to be performed after every storm event.
speeifle sediment clean-our benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated hi the O&M plan.
FORM 5W01 00 09/97 Page I of I
12/14/2001 09:40 9196700206 CROSS ENGINEERING PAGE 03
12/12/2Q01 10;44 9196469.467 SREC PAGE 03
a
WET [WETLAND] DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
[Wetland maintenance wordinfl is bracketed. Please modify the document as appropriate.)
The wet [wetland) detention basin System Is defined as the wet [wetland] detention basin, pretreatment
including forebaye end thw vegetated filter if one is provided.
Maintenance activitles shall be performed as follows:
1, After ovary Signifttint runoff producing rainfall event and at least monthly:
a. Inspect the wet [wetland) detention basin system for Sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the lemporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, to-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six Inches, and remove trash as needed.
3, Inspect ana repair the collection system (i.e. catch basins. piping, swelea, ripnip, etc.) quarterly to
maintain proper functioning,
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when
depth Is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate mannor and shall be handled in a manner that will not adversely impact
water quality (i,e, stockpiling near a Wet [wetland) detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3 feet In the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should ba, removed to design levels, This shall be performed by removing the upper 6 inches of
soil and stockpiling It. Then the marsh area shall be excavated six inches below design elevations,
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be
stockpiled for more than two weeks.)
I
When the permanent pool depth reads 3' G eet in the forebay [and micro-pool), the sedimarit shah
be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 36o f
Sediment moval El. 35Z 75%
- ova--------- -- Sediment Removal Elevation 357' 75%
Bottom E vation 5% ---------------------- .-_----------__ .....,--
M^44^r cra,,,•i.,. 3560 M?.,?o, /
FOREBAY MAIN POND
Page 1 ore
12/14/2001 09:40 9196780206 CROSS ENGINEERING PAGE 04
I'2112/001 lp; 44 919h3uG9aG7 S&?C PACE 0-4
5. Remove cattall5 and other indigenous wetland plants when they cover 50% of the basin surface, These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
[For wetlands: Wetland planting domsitles in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.)
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet [watiand) detention basin system shall be maintained In good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months, All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow .ipreading structure, Any down gradient ermiion must be repaired
and/or replanted as necessary,
I acknowledge and agree by my signature below that I am responsibla for the performance of the seven
maintenance procedural listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
- o k '(D Itf_4+
Print name, T-@M-IMF - Collett s Associates
Title: M,onagi.ng Partner
Address: 1228 E. Morehead St., Suite 200, Charlotte, NC 28204
Phone; 704-34 3507
Signature:
Date: l Z???f df
Note: The 109811y responsible party should not bo a homeowners association unless more than 50% of the
lots have been sold and a residaht of the subdivision hsa been named the president.
I, a Notaty ublic for the tate of
county o , do he eby certify that 0101
personally app Bred before me this 1 clay of and acknowledge the
due execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand
alw vinaiai se
ET L FR ..
'NOTARY
PUBLIC
?i '••••.•.• •
URG
SEAL

My commission expires _
Page 2 of 2
12/14/2001 09:40 9196780206 CROSS ENGINEERING PAGE 05
.? .? a2/12/2001 10!d4 9198469467 w&EC PAOL 62
Project No. DWQ ,_ - {to be provided by DWO?
DIVISION OF WATER QUALITY - 401 WET D)0TENTION AASIN WORKSHIE T
DWQ Stomata anagetnent Plan Review:
A complete stortnwater ManageMCCIt plan submittal includes a wat detention basin worksheet for each basin,
design calculations, plans and spe(Jficatiotis 511e1virig all basin and outlet stnrcture details, and o fully executed
operation wed maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project,
1. PROJECT A•s FOUMATION (please completes the following information)'
Project Name , White Oak Crossing
Contact Person: Toby Dickens I'lsotte Number: L9191 678-0035
For projects gi?ith multiple basins, specify which basin this worksheet applies to: - Neuse River Basin
Basin Bottom Elevation 363.00 ft, (average elevation of the floor of the basin)
Pennanellt Pool Plevation • 0• fr, (elevation of the orifice invert out)
Temporary Pool Elevation • 00 ft. (elevation of like outlet atrooture ttrvett itt)
Permanent Pool Surface Area. 22,299 sq. ft. (water surface area at permiment pool elevation)
Drainage Area 15 so. (on-site and off-site drainage to the basin)
Impervious Area '1-0 75 t+c. (o»-site and off-site drainage to tltt basin)
Permtkneut Pool Volume 117 7,082 art, ft. (combined volo tle ofmnain basin and forebay)
Teakporary pool volume 106 1 cu. R. (vohtttre detained on top of the permanent pool) , 6 6 Forsbay Volume ?-3t 4aa cu, ft,
SA/DA used 1 ^ 35 -_ (surface area to drainage area ratio)
Diameter of Orifice 2 ?T in, (draw down orifice diameter)
Ii. REQUIRED ITEM.9 CHECKLIST
The following checklist outlines design requirements per the Storntwater Best Martagotnent Practices manual
(N.C. Department of Lenvironment, Health and Natural Resources, November 1995) and Administrative Code
Section; 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requireinems have
been tnet had supporting docutneiitation is attached. Zf a requirement has not beep ,net, attach an ex Innation of
why,

The temporgry pool col1t1,ol$ runoff front the 1 inch storm event.
The basin Jength to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1,
A subi-nor*ed and vegetated perimeter shelf at Icss than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An etnel'gmicy drain is provided to drain the basin,
x Tho perinatlerit pool depth is betwovn 3 and 6 feet (required minitnurn of 3 feet).
X The temporary pool draws down in 2 to 5 days,
x The forebay valume is a,pproXlttrately equnl to 20% of the total basin volume.
Sediment stowage is provided in the peinttnnant pool,
Access is provided for:maintenan,ce,
A m.immutn 30-foot vegetative Ater is provided at the outlet.
A site gpeoifta operation and maintenance (OM plan is provided.
X A vegetation management/mowing schedule iq provided in the 0&M putt,
X semi-annual inspections are specified in the O&M plan.
A debris check is specified In the O&M plan to be performed after every storm event.
?rM~M^^
A specific sediment clean-out benchmark is Iisted (elevation or depth) in O&M plat.
A responsibte party i3 designated in the 0&M plan.
FORM SWG100 09/97 Page I of 1
12/14/2001 09:40 9196780206 CROSS ENGINEERING PAGE 06
2/12/2001 10.44 9198469467 SPAEC PAGC 03
WET (WETLAND) DETENTION ®ASIN OPERATION AND MAINTENANCE AGREEMENT
[Wetland maintenance wordin1l Is bracketed. Please modify the document as appropriate.)
The wet (wetland] detention basin systii:m is defined as the wet [wetland] detention basin, pretreatment
including fvebsys and the vegetated falter If one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing ralnfah event and at least monthly:
a, Inspect the wet [watlend) detention basin system for 5adiment accumulation, erosion, trash
accumulation, vegetated cover, and general Condition.
b. Check and clear the orifice of any obstructions such that drewdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas Immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to Malntaln a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i e, catch basins, piping, swales, rlprap, etc,) quarterly to
malntaln proper functioning,
4. Remove accumulated sediment from the wet [wetland] detention basin system eami-annually or when
depth Is reduced to 75% of the orillinal design depth (sea diagram below). Removed sediment shall be
disposed of In an appropriate manner and shall be handlod in a manner that will not adversely impact
watQr quality (i.e. stockpiling near a wet [wetland) detention basin or stream, etc.),
The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not roadily penetrate into accumulated sodiments.
When the permanent pool depth reads b feet In the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shell be performed by removing the upper 6 inches of
soil and stockpiling it. Then the mttrsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should ba spread over the marsh surface. The soil should not be
stockpiled for more than two waeks]
When the permanent pool depth reads feet in the forebay [and micro-pool), the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 371
Sediment moval EI.3 75% -.Sediment Removal Elevation 16s --:75%
-.-..-_..? ---------------------
Bottom E vation 363 5% 363
,
FOR>EBAY MAIN POND
Piige t of 2
12%14/2001 09:40 9196780206 CROSS ENGINEERING PAGE 07
442/12/20el 10:44 9198469467 S9{=4 PAGE 04
5. Remove cettaile and other Indigenous wetland plants when they cover 50% of the basin surface, Thene
plants shall be encouraged to grow along the vegetated shelf and forabey berm.
(For wetlands: Wetland planting drrnaltles In the marsh Areas should be mainoined by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.]
5. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7_ Ail components of the wet 1wetlahtil detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every slx months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erouion must be repaired
and/or replanted as necessary,
i acknowledge and agree by my signature below that i am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWO of any problems with the system or prior to any
changes to the system or responsible party.
?'phn CaII??
Print name. Tefn -M""?„,=refit - Col Lett s Associates
Title: Managing Partner
Address: 1228 E. Morehead St, Suite 200, Charlotte, NC 28204
Phone: 704-348 X507
Signature: w?
Date:
Note: The legally responsible party should not be a homeowners association unl*33 more than 50% of the
lots have been sold and a resIdAnt of the subdivision has been named the president.
L
a Notary Pup, for the State of
county of , do PWreby certify that
personally appeared before me this Al- „1 day of j , and acknowledge the
dus execution of the forgoing wet (wetland) detention basin maintenance requirements. Witness my hand
and official seal,
NOTARY `•
m PUBLIC
•I? •••.....•.• ,`.

SEAL ?aAj'?"/ >k-
My commission expires J - Vg-::4'A
Page 2 of 2
OF GAR^??
Town of Garner
Post Office Box 446 • Garner, North Carolina 27529
Phone [phone] FAX [phone]
b
0
TERED ?e

January 4, 2002
Mr. Toby Dickens
Cross Engineering, PLLC
15300 Weston Parkway, Suite 106
Cary, North Carolina 27513
Re: White Oak Crossing
Dear Mr. Dickens:
As discussed by telephone, please be advised that the approved site plan for the
White Oak Crossing Shopping Center Project is in conformance with the Town of
Garner's Stormwater Program for Nitrogen Control. This program was approved by
DENR in December of 2000. Also, please note that as a part of the nitrogen control
management plan for the project a payment must be made to the Wetlands
Restoration Program. No building permits will be issued until this payment has been
made.
If you should have any questions, please call.
Sincerely,
4:"?) K- P4
Frank H. Powell, Jr., P.E.
Town Engineer
FHP/cs
CAMy Documents\tobydickens.doc
-L>J n U. -
RECEIPT
December 21, 2001
JPX " 2W
Tom McMillan
White Oak Crossing Shopping Center
PO Box 36799
Charlotte, NC 28204
Dear: Tom McMillan
Subject: DWQ project #: 011431
COE Permit
County: Wake
The North Carolina Wetlands Restoration Program (NCWRP) has
received a check in the amount of $ 27,000.00, check number 530186, as payment
for the compensatory mitigation requirements of the 401 Water Quality
Certification, Certificate of Authorization, and/or Section 404 Permit issued
for the subject project. This receipt serves as notification that the
compensatory mitigation requirements for this project have been satisfied.
Please note that you must also comply with all other conditions of this
certification and any other state, federal or local government permits or
authorization associated with this activity.
The NCWRP, by acceptance of this payment, acknowledges that the
NCWRP is responsible for the compensatory mitigation requirements
associated with the subject permit and agrees to provide the compensatory
mitigation as specified in the permit. The NCWRP will restore
2.024 acres of Wetlands in Cataloging Unit 03020201
of the Neuse River Basin (For buffer impacts: The NCWRP will
restore Y,.Wof riparian buffer in the appropriate portion of the Neuse River Basin).
It you have any questions or need additional information, please
contact Crystal Braswell at [phone].
Sincerely,
Ronald E. Ferrel
Program Manager
cc: Wetland/401 Unit
00F W H TFRpG
r
> =1
o -c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
December 5, 2001
Ethel W. Bumette et.al.
C/o Richard Garland Bumette, Jr.
1050 Washington St
Raleigh, NC 27603
Dear Mr. Bumette:
Re: Isolated Wetland Permit
Proposed White Oak Crossing Shopping Center
WQC Project #01-1431
Wake County
Attached hereto is a copy of Isolated Wetland Permit No.1 issued to Ethel Bumette, et.al dated December
5, 2001.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
1 ?
Gregory J. Thorpe
Acting Director
Attachments
cc: Raleigh DWQ Regional Office
File copy
Central Files
Lary Zucchino, J Davis Architects
Raleigh Field Office Corps of Engineers
Kathy Matthews, US Environmental Protection Agency Region IV
Kevin Martin, Soil and Environmental Consultants
Ron Ferrell, Wetlands Restoration Program
x /(?
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Pk [phone] Fax: [phone]
NCDEW
Customer Service
1 800 623-7748
\O"?F W A TFROG
r
>
Q T
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
North Carolina Isolated Wetland Permit
This Permit is issued in conformity with the requirements of the North Carolina Division of Water Quality (DWQ) Regulations in
15 NCAC 2H, Section 0.1300. It is issued to Ethel Bumette, et.al resulting in 1.012 acres of wetland impact in Wake County
pursuant to an application filled September 28, 2001 to construct the White Oak Crossing Stropping Center at US 70 and SR
2547.
The application provides adequate assurance that the discharge of fill material into wetlands in the watershed of White Oak
Creek in conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and
discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable proportions
of Section 301, 302, 303, 306, 307 of PL 92-500 and PL 95-214 if conducted with the applicable and conditions hereinafter set
forth.
This approval is only valid for the purpose and design that you submitted in your application, as described in application dated
September 27, 2001. If you change your project, you must notify us and send a new application for a new Permit. If the
property is sold, the new owner must be given a copy of this Permit and approval letter and is #x eby responsible for
complying with all conditions. If total wetland fills for this project (now and in the future) exceed one acre or total perennial
stream impact exceeds 150 feet, compensatory mitigation may be required as desmbed in 15A NCAC 2H.1300. For this
approval to be valid, you must follow the conditions listed below. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sedimert and Erosion Control, Coastal
Stormwater, Non-discharge and Water Supply watershed regulations.
Condition(s) of Permit
Appropriate sediment and erosion control practices must be utilized, Witch equal or exceed those outlined in the
most recent version of two manuals, either "North Carolina Sediment and (Erosion Cartol Plannirug and Design
Manual" or the "North Carolina Surface Mining Manual" (available from the Division aaf Land Resas yes in the
DEHNR Regional or Central Offices). The control practices shag be utilized to prevent eaceedances of
the appropriate turbidity water quality standards (50 NTUs in all fresh water-streams and rivers not
designated as trout waters; 25 NTUs in all lakes and reservoirs, all sattwata-classes; and 10 NTUs in
trout waters);
2. All temporary sediment and erosiori control measures placed in wedands oraaakws shall be removed and
natural grade restored after the Division of Land Resources has reilsased the project;
3. Measures shall be taken to prevent live or fresh concrete from cDa ng into c>a>I " viM waters of the
state until the concrete had hardened;
4. An additional condition is that a final written stormwater manageauw t plan shall be appramrred by this
Office before the impacts specified in this Permit occur. The storravaeter m rent plant must include
plans and specifications for stormwater management facilities de hired to reamne 85%7SS according to
the most recent NC DENR Stoanwater Best Management Pracfi es Manuatl. /4bo, before any permanent
building is occupied at the subject site, the facilities, as approved by this Off= shall eorzkWed and
operational, and the stormwater management plan, as approvedbyifis Offideshall be implemented
5. Upon completion of this project, the applicant shall complete and awurn the eta?d -PeQ m of
Completion Form" to notify DWQ that all work included in the Weft Permtltiiiiis been cmmpleted. The
responsible party shall complete the attached form and return it102ie 401/NVe0arW Unit of the Division of .
Water Quality. ?..
,
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phc6bf&} 733-70-16 Fmc (919)T3 -6893
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
As
Customer Service
1 800 623-7748
OHO? vv + F,9OG
? r
>
o -c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
North Carolina Isolated Wetland Permit
6. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for these
impacts to wetlands and/or streams. In accordance with 15A NCAC 2R.0402, this contribution will satisfy our
compensatory mitigation requirements under 15A NCAC 2H.1300.According to a NCAC 2H.0506(h), feet of restoration will
be required. Until the Wetland Restoration Program receives and clears your check (made payable to: DENR- Wetland
Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell should be contacted at 919-733-5083 ext. 358
if you have any questions concerning the Wetland Restoration Program. You have one month from the date of this Permit
to make this payment.
7. This Permit shall expire on December 4, 2006 and must then be renewed unless the impact has occurred.
For accounting purposes, this Permit authorizes the fill of 1.012 acres of non-riparian wetlands; in the Neuse river
and sub basin and 2.024 acres of non-riparian restoration are required. Please be aware that the Wetland Program
(WRP) rules require rounding of acreage amounts to one-quarter acre increments (15A 2R.0503(b)).
If this Permit is unacceptable to you, you have the right to an adjudicatory hearing upon written request within sixty (60) days
following receipt of this Permit. This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina
General Statutes and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. If modifications are
made to an original Permit, you have the right to an adjudicatory hearing on the modifications upon written request within sixty (60)
days following receipt of this Permit. Unless such demands are made, this Permit shall be final and binding.
This the 50, day of December 2001
Division of Water Quality
Gregory J. Thorpe
Acting Director
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
D
Nllt
Customer Service
1 800 623-7748
O?QF W H T ?9QG
r
> .i
o -c
North Carolina Division of Water Quality
Isolated Wetland Permit
Summary of Permitted Impacts and Mitigation Requirements
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
In accordance with 15A NCAC 2H.1300, Ethel Bumette,et.al. has permission as ou&ied below to impact 1.012 acres of
wetlands for the purpose(s) of constructing the proposed White Oak Crossing Shopping Center. All activities associated with these
authorized impacts must be conducted with the conditions listed in the attached Permit transmittal letter. THIS PERMIT IS NOT VALID
WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS WETLANDS RESTORATION PROGRAM
LOCATION:
COUNTY
BASIN/ SUB BASIN
US 70 and SR 2547
Wake
030402
As required by 15A NCAC 2H.1300, and the conditions of this Pelt, you are required to compensate for the above impacts
through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined below prior to conducting
any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the wetland Restoration Programs must be rounded to one-quarter acre
increments according to 15 2R.0503(b).
Acres of Class WL wetlands
Acres of riparian wetland
2.024 Acres of non- riparian wetlands
Acres of Class SWL wetlands
Linear feet of stream buffers
Other
One of the options you have available to satisfy the compensallwymAgallim Fegtfir neir t is "h the payment of a fee to
the Wetlands Restoration Fund NCAC 2R.0503. If you choose this opfi k ease sign the 16121 aW mai to the Wetlands Restoration
Fund at the address below. PLEASE NOTE, THE ABOVE IMPACTS ARE 1= AUTHORIZED tRUL YOU RECEIVE NOTIFICATION
THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS IESTOIRATIDN PROGRALt
Signature
WETLANDS RESTORATION PROGRAM
Division Of Wabrijity
1619 Mall Service Ct+adelr
Raleigh, NC 276-1619
(919) 733.520
Date
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27899-1858 PhC X819) T3-7075 Fkcp19) 733-6893
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
NCDM
Customer Service
1 800 623-7748
P
Michael F. Easley
Governor
William G. Ross, Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
2001
W ?Ca! ?turn?e, Jr
W mcm
Dear Mr. A-e-ftz-
Re:
:F,7,6Je9 W-04 9,ok V"v--uq-
Proposed W4ije Oak- (Yrs S ,
WQC PrApject # 01- ) L- 3) ?_ J
?JUW, County
Attached hereto is a copy of Gei#r€teetfart No. issued to
the dated _ _ 9r' -
If we can be of further assistance, do not hesitate to conta
Sincerely,
TRM)i
Attachments O.J
cc: •neers
C co„ia nFC e
rto 0,4,19 DWQ Regional Office
nt
File Copy
Central Files L45
01 ?j C(I ?i Wbl ? ?1 15
mot, A
S'61) wq--? 4
RUDDNA
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
u ss Rn additional condition is mat a nnai, written stormwater management plan shall be approved by this Otfice_
I before the impacts specifie 'i#istion occur. The stormwater management plan must include plans
d...speeifi s or stormwater management facilities designed to remove 85% TSS according to the most
Pjo-! recent version of the NC DENR Stormwater Best Management Practices Manual Also, before any permanent
building is occupied at the subject site, the facilities, as approved by this Office, shall be constructed and r
operational, and the stormwater management plan, as approved by this Office, shall be implemented.
4. Upon completion of the project, the applicant shall complete and return the enclosed 'Certification of
Completion Form' to notify DWQ that all the work included in the -111 on has been completed. The
responsible party shall complete the attached form and return it to 401/Wetlands Unit of the Divis of
Water Quality. w P?-
We understand that you have chosen to contribute to the Wetland Restoration Program in er to I
compensate for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R . 2, this
contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H
According to 15A NCAC 2H .0506(h), feet of restoration will be required. Until the Wetland Restoration
Program receives and clears your check (made payable to: DENR - Wetland Restoration Program),
wetland or stream fill shall not occur. Mr. Ron Ferrell should be contacted at 919-733-5083 ext. 358 if you
have any questions concerning the Wetland Restoration Program. You have one month from the date of
this Certification to make this payment.
For accounting purposes, this Certification authorizes the fill of -agas;-of
Apartan wetrands-M ?,o1'2_ acres of non-riparian wetlands or
feet-ofi'9eam,, in river and subbasin and aefee-eh
acres of non-riparian
restoration etTer
limear,feet of are required. Please be aware
??uartpr hat the Wetland Restoration Program (WRP) rules require rounding of acreage amounts to or
arra inrramanfe 11 5A 9R mmikii
`o?OF vv H F9QG
Michael F. Easley
Governor
William G. Ross, Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
NOR.?L CAROLINA ?9,13tro
PaRm i I
THIS ON is issued in conformity with the requirements of
the No Carolina Division of
E ater Quality (DWQ) Regulations in 15 NCAC 2H, Section It is issued to
?? fir. 0'f ?? 11P? resulting in _ (. o 12- acres of tl nd impact aa*
,tfnem-feet of stfe8FR ifr?peet it ucy pursuant to an
application filed on the L 2 - 2001 to
C 05zi
S l r°I cL" 1 GAS d cJ??kJ
Q S ?? The application provides adequate assuranc that the discharge of fill material into N"
wettfs of Creek in conjunction with the proposed development will not result in a
viola ' of applicable Water Quality Standards and discharge guidelines. Therefore, the State
orth Carolina certifies that this activity will not violate the applicable portions of Sections 301,
302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application
and conditions hereinafter set forth.
j, This approval is only valid for the purpose and design that
O you submitted in your
application, as described in the Public Notice. If you change your project, you must notify us and
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 or total
?i perennial stream impact exceeds 150 feet, compensatory mitigation may be required as
described in 15A NCAC 2H : ). For this approval to be valid, you must follow
the conditions listed below. In ad Mon, you should get any other federal, state or local permits
before you go ahead with your oject including (but not limited to) Sediment and Erosion
control, Coastal Stormwater, Non-di charge and Water Supply watershed regulations.
Condition(s) of Certification: t?
1. Appropriate sediment and erosion control practices which equal or exceed those outlined in the
CJ most recent version of two manuals, either the "North Carolina Sediment and Erosion Control
Q Planning and Design Manual" or the "North Carolina Surface Mining Manual" (available from the
Division of Land Resources in the DEHNR Regional or Central Offices). The control practices
shall be utilized to prevent exceedances of the appropriate turbidity water quality standard (50
NTUs in all fresh water streams and rivers not designated as trout waters; 25 NTUs in all lakes
and reservoirs, and all saltwater classes; and 10 NTUs in trout waters);
2. All sediment and erosion control measures placed in wetlands or waters shall be removed and
the natural grade restored after the Division of Land Resources has released the project;
3. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
4. Sho aste rrow be I at in etla ds her e , co nsat Itigation
be re ed sin e ' s a di Impa om roa onst n ac s;
V\ L5. mpe sa mit atio all b one n a rd
Violations of any condition herein set forth shall result in revocation of this Certification and
may result in criminal and/or civil-penal 'es? h' a ion be?ettf?nu vo• s?s the
o co itio rgba con tf eral 4 and/or coasta Area anagemen? Act
rm his Certification shall expire upon expiration of the 404 or CAMA permit.
ca?lti>
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
Michael F. Easley
Governor
William G. Ross, Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
If this n is unacceptable to you have the right t Laan adjudicatory hearing upon
written request within sixty (60) days following receipt of this 44 tion. This request must be in
the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes
and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447.
n, you have the right to an adjudicatory hearing
If modifications are made to an original
on the modifications upon written req t within sixty (60) days following receipt of the
110
Ce'f+eeaten. Unless such demands ar ade, this C on shall be final and binding.
' I -?
T ' the =1 day of 2001
?I DIVISION OF WATER QUALITY
PeA W Kerr T. Stevens
FAX.
AM
R-CMEt I
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
Michael F. Easley
r r (JJ/
Governor
! Q 2 gay { ( Bill R. Ross, Secretary
W", A epartment of Environment and Natural Resources
•? '
Kerr T. Stevens
Division of Water Quality
14ORTH CAROLINA-DIVISON OF WATER QUALITY
4 ON i -wt'n; / tD l?
SUMMARY F PERMITTED IMPACTS NMI IGATIOVEQUJREM?NTS-?M )T
-e tv
In accordance with 15A NCAC 2 H.05M has permission as outline below for
the purpose(s) of proposed . All activities associated with these authorized impacts
must be conducted with the conditions listed in the attached certification transmittal letter, THIS
Ctftl! iA R IS NOT VALID WITHOUT THE ATTACHMENTS.
Mi E?'Tff f-F
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM
LOCATION uS 170 04Q `SIR asp 1
COUNTY: a lm
BASIN/SUBBASIN 50y 0.,;L,
.13bn
As required by 15A NCAC 2H .0566, and the conditions of this certification, you are required to
compensate for the above impacts through the restoration, creation, enhancement or preservation of
wetlands and surface waters as outlined below prior to conducting any activities that impact or degrade the
waters of the state.
Note: Acreage requirements proposed to be mitigated through the wetland Restoration Programs must be
rounded to one-quarter acre increments according to 15,*,.0503(b)
acres of Class WL wetlands
acres of riparian wetland L_ ?
,1.4a acres of non-riparian wetlands des W`
acres of Class SWL wetlands
linear feet of stream buffers
(other)
One of the options you have available to satisfy the compensatory mitigation requirements is
through the payment of a fee to the Wetlands Restoration Fund per NCAC 2R .0503, If you choose this
option, please sign this form and mail it to the Wetlands Restoration Fund at the address listed below. An
invoice for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE
NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVED NOTIFICATION THAT
YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
Date
fem. EI'
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]

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NO. 0439-0000 0200 NO.
NAME NAME
ADDRESS 510 Glenwood Avenue ADDRESS 4401 Reed Creek Road
CITY Raleigh, NC 27608 CITY Raleigh, NC 27626
ATTWRM. NO. 201 ATTN/RM. NO.
NO. PCS. DESCRIPTION AND MARKS WEIGHT
1 Chuck for Permit

NOT RESPONSIBLE FOR FREIGHT CLAIMS AFTER 72 HRS. $50 DECLARED VALUE
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November 7, 2001
Larry Zucchino
Davis Architects
510 Glenwood Ave
Suite 201
Raleigh, NC 27603
Dear Mr. Zucchino
Re: White Oak Crossing Shopping
Wake County
DWQ # 01-1431:
Please find attached a copy of the bill of the Public Notice for the Isolated Wetland Permit for this project. In accordance
with these rules (specifically 15A NCAC 2H .1303 (a)(1)). the applicant must reimburse The Division of Water Quality for
this Public Notice before we can issue a permit . The check can be payable to the N. C. Division of Water Quality for this
purpose.
I can be reached at 733-9646 if you have any questions.
qh rely yours,
Dorney
Cc: File copy
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
NCDENR
Customer Service
1 800 623-7748
TA jn.
NF, , -.
RS'E M R
Invoice
for
LEGAL ADVERTISING
ACCOUNT NUMBER ACCOUNT NAME
73370153 NC DEPT OF DEHNR
DATE BILLED
10/28/01
BILLED TO:
NC DEPT OF DEHNR
WATER QUALITY/WETLANDS/ #401E
PARKVIEW BUILDING
2321 CRABTREE BLVD.
RALEIGH NC 27604-0000
remit to:
LEGAL A/R DEPT.
P.O. BOX 2885
RALEIGH, NC 27602
FOR CUSTOMER SERVICE:
829-4679

INVOICE NR PUBLICATION DATE CE
TM447CB01 10/25/01 PERMIT/DISOLATED WETLANDS/PUSPA60.OL 83.57
10/25/01 ADDITIONAL AFFIDAVIT
INVOICE AMOUNT DUE
Note: We are exempt from backup withholding. Our Corporate
ID is 56-0338580.
r7
Vt
!?f"il to C
DUE UPON RECEIPT
RETURN REMITTANCE COPY WITH PAYMENT

COST
214.20
2.00
$216.20

r?
AFFIDAVIT OF PUBLICATION
NORTH CAROLINA.
Wake County. ) Ss.
NTTO
PU ISSUE PERMIT TO TACT
ISOLATED, WETLAN
WHITE OAK CROSSING.
SHOPPING CENTER.'r
WAKE COUNTY;
The N.C. Division of Water Qual-
ity intends to issue permit op-
provol to the follow, proled
according to in 15A NCAG r2H -1 1 thrloush
.130S (Discharges to isolated
wetlands and isolated waters).
This project is described below.
WHITE OAK CROSSING,
SHOPPING CENTER - :.
WAKE COUNTY
mi. the N.C.
loss of ihesewetlands as we °5
provide on-site stormwate? ?m
or
Before the undersigned, a Notary Public of Johnston
County North Carolina, duly commissioned and authorized to
administer oaths, affirmations, etc., personally appeared
Barbara Brown, who, being duly sworn or affirmed, according
to law, doth depose and say that she is Billing Manager-Legal
Advertising of THE NEWS AND OBSERVER PUBLISHING
COMPANY a corporation organized and doing business
under the Laws of the State of North Carolina, and publishing
a newspaper known as THE NEWS AND OBSERVER, in the
City of Raleigh, County and State aforesaid, the said
newspaper in which such notice, paper, document, or legal
advertisement was published was, at the time of each and
every such publication, a newspaper meeting all of the
requirements and qualifications of Section 1-597 of the
General Statutes of North Carolina and was a qualified
newspaper within the meaning of Section 1-597 of the
General Statutes of North Carolina, and that as such she
makes this affidavit; that she is familiar vkith the books, files
and business of said corporation and by reference to the files
of said publication the attached advertisement for NC DEPT
OF DEHNR was inserted in the aforesaid newspaper on dates
as follows: 10/25/01
Account Number: 73370153
The above is correctly copied from the books and files of the aforesaid Corporation and publication.
X\`? G' RA
Vd, r??0
?:. 0TARy;.
SEAL
i
"UE100 4t.
i.,._ N C ..??
27604.
N&0: October 25, 2001

Billing Manager-Legal Advertising
Sworn or affirmed to, and subscribed before me, this
29 day of OCTOBER , 2001 AD
In Testimony Whereof, I have hereunto set my hand
and affixed my official seal, the day and year aforesaid.
Notary Public
My commission expires 2nd day of July 2005.
10/24/01 08:19 FAX [phone] NEWS & OBSERVER
To:
Fax:
hate:
[a 001%002
Pages.
I'm sending Yo; t enlttr raft for your final approval.
Your ad is scheduled to run as shown on the following
page(s). If you'd like to make c rrections or changes, please
return altered copy by
Thank you for your business! Please Call if I can help you in
cony way.
10!24/01 08:19 FAX [phone] NEWS & OBSERVER_ 0002/002
- .... ry.ub?FO Oy rrtANut5H. rntered 4n 10122101 at 10;17 by PAMO.
PUBLIC NOTICE - INTENT TO
ISSUE PERMIT TO IMPACT
ISOLATED WE=TLANDS
WHITE OAK: CROSSING
SHOPPING CENTER -
WAKE COUNTY
The N.C. Division of Water Qual-
ity intends to issue permit ap-
proval to the following project
according to procedures outlined
in 15A NCAC 2H .1301 through
.1305 (Discharges to isolated
wetlands and isolated waters).
This project is described below.
SHOOPPINI, CENT MR G
WAKE COUNTY
On September :28, 2001, the N.C.
Division of Water Quality re-
ceived an oppli?wtion to fill 1.012
acres of isolated wetlands at US
Hwy 70 and White Oak Road (S R
2547) southeast of Garner, NC in
order to build the White Oak
Crossing Shopping Center. The
application was submitted for
Ethel W. Surnette, et. al. (con-
tact: Richard Garland Bur-
nette), 1050 Washington Street,
Raleigh, NC. The applicant pro- f
poses to Provide compensatory
mitigation at a 2:1 ratiolf
through the N.C. Wetlands Res-
toration Program for the un-
avoidable loss of these wetlands
as well as provide on-site storm-
water management to protect
downstream water quality. The
Division proposes to issue this
permit on or after November 26,
2001. Additional Informatlon re-
garding this protect is available
for review by the public at the
address described below during
normal business hours. The Pub-
lic is hereby invited to submit
written comments regarding
this project to N-C. Division of
Water Quairry, Wetlands/401
Unit, 2321 Crabtree glvd., Ra-
leigh, NC 27604.
N&O: October 25, 2001
ONBE&R
ACCOUNT NUMBER
73370153
DATE BILLED
10/28/01
BILLED TO
Invoice
for _
LEGAL ADVERTISING
ACCOUNT NAME
NC DEPT OF DEHNR
NC DEPT OF DEHNR
WATER QUALITY/WETLANDS/ #401E
PARKVIEW BUILDING
2321 CRABTREE BLVD.
RALEIGH NC 27604-0000
remit to:
LEGAL A/R DEPT.
P.O. BOX 2885
RALEIGH, NC 27602
FOR CUSTOMER SERVICE:
829-4679
oI-11f3I
SPACE RATE COST
INVOICE NR PUBLICATION TM447CD01 10/25/0ITPERMIT/DISOLATED WETLANDS/PU 60.OL 3.57 214.20
10/25/01 ADDITIONAL AFFIDAVIT 2.00
INVOICE AMOUNT DUE $216.20
Note: We are exempt from backup withholding. Our Corporate
ID is 56-0338580.
t?J'r'11iN P? M.ENT
DUE UPON RECEIPT
RETURN REMITTANCE COPY WITH PAYMENT

AFFIDAVIT OF PUBLICATION
NORTH CAROLINA.
Wake County. ) ss
Before the undersigned
a Notary Public of Johnston
- ,
County North Carolina, duly commissioned and authorized to
LI NOTICE IN E
"o administer oaths, affirmations, etc., personally appeared
M
PUB
ISOLATED WEMANDS Barbara Brown, who, being duly sworn or affirmed, according
WHITE OAK CROSSING .: to law, doth depose and say that she is Billing Manager-Legal
SHOPPING CENTER'`wac
n? ., Advertising of THE NEWS AND OBSERVER PUBLISHING
-log
The N.C. Divlslato? alerow?
itv intends to issue Perm'( ow
COMPANY a corporation organized and doing business
provalI to the following Proied
according to procedures outr+ed
under the Laws of the State of North Carolina, and publishing

ed
in 15A NCAC ttvOL'gh
1305• (Discharges to to isolated

a newspaper known as THE NTEWS AND OBSERVER, in the
.
wetlands and wg*"-
This Proiect isldescr bed below,
City of Raleigh, County and State aforesaid, the said
, iHITE OAK CROSSING
PPING CENTER newspaper in which such notice document or legal
paper > >
SHO
WAKE OOUN Y' advertisement was published was, at the time of each and
On September 28 2)01, ""'N C

Division of re
Water- ntQu"ofill'
of Wcrtlt
Divisi I.-
pPlic(O
d

every ublication, a newspaper meeting all of the
P
an
wetlands at US
qCf e
an
Road
c sm
?
hhi
7 W re uirements and qualifications of Section 1-597 of the
(1 (1
N
aar
? C
4Y
ea
order to build the He a* General Statutes of North Carolina and was a qualified
Crossing ShoPP1ng Center. Tt1
licot1on was subrrotted for newspaper within the meaning of Section 1-597 of the
g
apP
Ethel-W., Burnette, et. d. (con
chard Garland Bar
-
R General Statutes of North Carolina, and that as such she
i
tact
.
nette). 1050 Washington street,
Raleigh, NC. The applitont Wo makes this affidavit; that she is familiar with the books, files
'
poses to Provide coin;a
mitigation at o 2:1 rot?ottraigt? and business of said corporation and by reference to the files
the N.c: Wetlands. Restoration
for the u
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loss of these wetlands
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ter quality. The Division Pro- as follows: 10/25/01
wa
poses to issue this Permit on or
after November 26, 2001• Ada
tional information bfor.'r"j
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N80: October 25, 2001
The above is correctly copied from the books and files of the aforesaid Corporation and publication.
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71111IT1111111111

Billing Manager-Legal Advertising
Sworn or affirmed to, and subscribed before me, this
29 day of OCTOBER , 2001 AD
In Testimony Whereof, I have hereunto set my hand
and affixed my official seal, the day and year aforesaid.
d/C'W L ? 1 1'?/l
---- -_ -. /./--
Notary Public
My commission expires 2nd day of July 2005.
W AT -RQG
? r
Michael F. Easley; Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
October 23, 2001
News and Observer
Legal Notices
P.O. Box 191
Raleigh, NC 27602
Dear Sir or Madam:
Attn: Legal Ad Department
Please publish the attached Public Notice one time in the section set aside for Legal Advertisements in
your newspaper. The publication should run on or before October 25, 2001. Please send the invoice for the
publication and three copies of the affidavit of publication to the address given below. Payment cannot be
processed without the affidavit of publication.
N.C. Division of Water Quality
Wetlands/401 Unit
Parkview Building
2321 Crabtree Blvd.
Raleigh, NC 27604
If you have any questions, please telephone John Dorney at 919-733-9646,
qJ rel ours,
I
n Dorney
Cc: Raleigh DWQ Regional Office
Raleigh Field Office US Army Corps of Engineers
File copy
Central files
Ernie Seneca, DWQ
Kevin Martin, Soil and Environmental Consultants
Larry Zucchino, J Davis Architects, 510 Glenwood Ave, Raleigh, NC 27603
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
b
WDENR
Customer Service
1 800 623-7748
PUBLIC NOTICE - INTENT TO ISSUE PERMIT TO IMPACT ISOLATED
' WE iFLANDS
WHITE OAK CROSSING SHOPPING CENTER - WAKE COUNTY
The N.C. Division of Water Quality intends to issue permit approval to the
following project according to procedures outlined in 15A NCAC 2H .1301 through .1305
(Discharges to isolated wetlands and isolated waters). This project is described below.
WHITE OAK CROSSING SHOPPING CENTER - WAKE COUNTY
On September 28, 2001, the N.C. Division of Water Quality received an
application to fill 1.012 acres of isolated wetlands at US Hwy 70 and White Oak Road
(SR 2547) southeast of Garner, NC in order to build the White Oak Crossing Shopping
Center. The application was submitted for Ethel W. Burnette, et. al. (contact: Richard
Garland Burnette), 1050 Washington Street, Raleigh, NC. The applicant proposes to
provide compensatory mitigation at a 2:1 ratio through the N.C. Wetlands Restoration
Program for the unavoidable loss of these wetlands as well as provide on-site
stormwater management to protect downstream water quality. The Division proposes to
issue this permit on or after November 26, 2001. Additional information regarding this
project is available for review by the public at the address described below during normal
business hours. The public is hereby invited to submit written comments regarding this
project to N.C. Division of Water Quality, Wetlands/401 Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604.
o`'?? w A r?9??
O 'C
Michael F. Easley --
Governor
William G. Ross,Jr.Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources.
. Wetlands/401 Unit
Location: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650
Contact Information: General 919-733-1786 Fax: [phone]
II
Fax T C CI?t<t Fax Number: 3S ' ?) 0
Company:u. ate: to
From: dLb Phone:
No. Of Pages including cover sheet:
Notes or special instructions: <-
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NCDENR
Division of Water Quality
WpHnnds1401 Unit: (9191 733-1786
2321 Crabtree Blvd, Ste 250 Raleigh, NC 27604-2260
F9QG
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O `C
Michael F. Easley --
Governor
William G. Ross,Jr.Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
. Wetlands/401 Unit
Location: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650
Contact Information: General 919-733-1786 Fax: [phone]
Fax To: N945 01 Fax Number: a I 48A
Compi
From:
Date:
Phone:
vio- A
NCDENR
Division of Water Quality
Wetlands/401 Unit: [phone]
2321 Crabtree Blvd, Ste 250 Raleigh, NC 27604-2260
IN-i - 3
No. Of Pages including cover sheet:
vv?lr
Q 9 William G. Ross Jr., Secretary
?Oz pG North Carolina Department of Environment and Natural Resources
Cq r Gregory J. Thorpe, Ph.D.
_ Acting Director
Division of Water Quality
October 17, 2001
Mr. Randy Hughes
Wachovia, N.A.
P.O. Box 31608
Charlotte, NC 28231-6071
RE: Application to impact isolated wetlands
White Oak Crossing Shopping Center
Wake County, DW Q # 01-0431
Dear Mr. Hughes:
From conversations with the consultants for the above-mentioned project, I understand that Wachovia, N.A. may
provide financing for this project. As you know, the Division addressed the future permitting of this project in our letter of
September 28, 2001 to Ethel W. Burnette, et. al.
On October 11, 2001 the N.C. Environmental Management Commission again approved temporary rules (15A
NCAC 2H .1300) to establish a permitting process to allow unavoidable impacts to isolated wetlands. These rules will
become effective on October 22, 2001.
1 have prepared a draft Public Notice of Intent to Issue the permit for this project. This Public Notice will be
published in a local paper as required by the rules for a 30-day comment period. I anticipate that the Permit will be issued
at day 31 from the publication of the Public Notice.
Please call me at 919-733-9646 if you have any questions.
Fo ours,
ney
y
Cc: File copy
Central files
DWQ Raleigh Regional Office
Larry Zucchino, Davis and Associates
Kevin Martin , Soil and Environmental Consultants, Inc.
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
MEW
Customer Service
1 800 623-7748
If 4 F
00
0 JDAVISARCHiTECTS
510 Glenwood Aye., Sulte 201 1 R4elgh, NC 27603 1 tel [phone] fax 919,835.1510
DATE: October 15, 2001
TO: John Dornay
FAX: 733-49W 4o" 3
FROM: Larry Zucchino
PROJECT: 9urnette TractJWhite Oak Crossing
REMARKS:

John: Attached is a draft latter that Wachovia Bank is requesting from you confirming the
current status of the isolated wetland rules, This latter is needed for them to proceed mid-
week (this weekl) with the financing for this major project, It repeats your earlier letter but
please review and adjust as needed.
Wachovia needs the letter ASAP, so I would be very grateful if you could get the letter out to
me today via fax if at all possible, Your assistance will be greatly appreciated, Please cad
to discuss as needed, Larry

TSc Tom McMillan, Collett & Associates
t www,idavisarchitects.com John Smith
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[NC DWQ LETTERHEAD]
Mr. Randy Hughes
Wachovia, N.A.
F.O. Box 31608
Charlotte, NC 28231-6071
October 15, 2001
Rp: Application to impact ;isolated wetlands
White Oak Crossing Shopping Center
Ware CountyDWQ # 01-431
Dear Mr. Hughes:
I understand that Wachovia, N.A., is contemplating financing in connection with the
referenced project. I further understand that you have received a copy of my letter of
September 28, 2001 to Ethel W. Burnette, et al., regarding the project.
Since my September 28, 2001 letter, the NC Environmental Management Commission
unanimously approved temporary rules (15A NCAC 21-1.1300) to establish a permitting process
to allow unavoidable impacts to isolated wetlands. Those rules will become effective as of
October 22, 2D01.
As I noted in my September 28, 2001 letter, D'WQ will process the application on file
with respect to this inatter promptly once the rules become effective. I anticipate that approval
for this project will be issued at day 31 from publication of the public notice for this project.
Please call me at 733-9646 or Cyndi Karely at 733-9721 if you have any questions.
Sincerely yours,
John Dorney
2010490.01
W0: CI•I
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?D?O RQG Michael F. Easley --
Governor
] William G. Ross, Jr. Secretary
-i Department of Environment and Natural Resources
o -c
Kerr T. Stevens
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
. Wetlands1401 Unit
Location: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650
Contact Information: General 919-733-1786 Fax: [phone]
Fax To- 2xc( ??kZ Fax Number: U35
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Compa Date: 1,0112/01
From-UL)
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No. Of ages including cover sheet:
Notes or special instructions:
AZh
NCDENR
Division of Water Quality 2321 Crabtree Blvd, Ste 250 Raleigh, NC 27604-2260
Wetlands/401 Unit: [phone]
?OF W ATF9P Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O G North Carolina Department of Environment and Natural Resources
r Gregory J. Thorpe, Ph.D.
>_ =1 Acting Director
p -? Division of Water Quality
September 28, 2001
Ethel W. Burnette, et. Al.
C/o Richard Garland Burnette, Jr.
1050 Washington Street
Raleigh, NC 27603
Dear Mr. Burnette:
RE: Application to impact isolated wetlands
White Oak Crossing Shopping Center
Wake County
DWQ # 01-431
On September 28, 2001, DWQ received seven copies of a complete application and fee seeking permission to
impact 1.012 acres of isolated wetlands in order to construct the White Oak Crossing Shopping Center at US 70 and
White Oak Road (SR 2547). Upon review of the application, DWQ agrees that there is no practicable alternative to
impacting these wetlands in order to construct this shopping center. In addition, your conceptual stormwater plan and
proposal to utilize the NC Wetlands Restoration Program for compensatory mitigation is acceptable to DWQ.
As you may know, on September 13, 2001 the NC Environmental Management Commission unanimously
approved temporary rules (15A NCAC 2H .1300) to establish a permitting process to allow unavoidable impacts to
isolated wetlands. Upon review of these rules and the proposal for this project, DWQ has concluded that we will permit
this project as proposed once these rules become effective. These temporary rules must either be approved by the NC
Office of Administrative Hearings or reaffirmed by the NC Environmental Management Commission at their October 11,
2001 meeting. DWQ intends to pursue either or both of these approaches in October in order for these temporary rules to
become effective as soon as possible.
In conclusion, we have your complete application on file and will process it promptly once the rules become
effective. I will prepare a draft public notice immediately for this project in order to expedite the approval process. I
therefore anticipate that approval for this project will be issued at day 31 from publication of the public notice for this
project.
Please call me at 733-9646 or Cyndi Karoly at 733-9721 if you have any questions.
Si
Cc: Coleen Sullins
Larry Zucchino; J Davis Architects; 510 Glenwo c
Kevin Martin; Soil and Envrionmental Consultants
Rich Barta; Core Properties
DWQ Raleigh Regional Office
Central Files
File copy

Avenue; Raleigh, NC 27603
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
V01
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Customer Service
1 800 623-7748
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
September 27, 2001.
NCDENR-DWQ Z $n?tl
Attn: John Dorney
1621 Mail Service Center
Raleigh, NC 27699-1621
RE: Request to Impact Isolated Wetlands (2H section .1300)
Burnette Retail Center/ White Oak Crossing Shopping Center
Garner, Wake County, North Carolina Qy V
S&EC Project #: 00-5792 QG?\
Dear Mr. Dorney:
On behalf of Ethel W. Burnette et al, we request authorization from the NCDEHNR?DWQ for
the proposed project to cover permanent impacts to isolated wetlands. Because the Wetland
impacts are to isolated waters, written concurrence from the Corps is not required. Pre-
construction Notification Application (PCN) is attached. An agent authorization form is also
attached.
The proposed project consists of a regional retail business center. The site is located in the
southwest quadrant of the intersection of US Hwy 70 and White Oak Road (SR 2547) southeast
of Garner. Please refer to Figure 1 for the location of the proposed project on a USES
topographic quadrangle.
The proposed retail center will impact 1.012 acre of isolated wetland. The proposed;
unavoidable wetland impacts are necessary to provide adequate parking and access for the
proposed retail center. The wetland impact table in the PCN provides a description of the
proposed impact to wetlands. Please refer to the attached site plan for the location of the
impacts. Impacts to riparian buffers have been avoided completely. Steve Mitchell of DWQ
previously visited the site and determined that the areas which contain the isolated wetlands are
not subject to the buffer rules (see attached NBRRO letter dated November 29, 2000.
The DWQ's current policy requires applicants to avoid and minimize isolated wetland impacts to
the maximum extent practicable and provide compensatory mitigation to offset unavoidable
losses of waters of the US when impacts exceed the thresholds for mitigation (1 acre). Because
the applicant has avoided riparian buffer impacts, will maintain riparian buffers as required by
the NRB riparian buffer rule, and will construct two storm water ponds to comply w?th the Town
Charlotte Office:
PMB 291, 3020-I Prosperity Church Road
Charlotte, NC 28269-7197
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory Office:
910 Boston Road
Taylorsville, NC 28681
Phone [phone]
Fax: (828),635-5820
S&EC Project #: 00-5792
Page 2 of 2
of Garner's Local Stormwater Program for Nitrogen Control, S&EC believes that DWQ should.
authorize the impacts under the newly adopted isolated wetland rules.
Sincerely,
SOIL AND ENVIRONMENTAL CONSULTANTS
Kevin Martin
Environmental Scientist
Attachments:
Pre-construction (PCN) notification form
Site Plan
cc: Larry Zucchino - J. Davis Architects]
Note: S&EC notified John Dorney of DWQ in writing of our client's intent to impact the then
unregulated isolated wetlands on February 23, 2001. (This was prior to the EMC's decision to
regulate isolated wetlands). As of the date of this application, no verbal or written response to
this request has been received by the client or S&EC.

Pre-Construction Notification (PCN) Application Form

For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USAGE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www. saw.usace. army. mil/wetlands/Perm-app. htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www,saw.usace.army.miUwetlands/nwpfinalFedReg pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://l12o.ehnr.state.nc.us/ncwetiatids/fees.htinl. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U. S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
® Isolated Wetland Impacts
2. Nationwide, Regional or General Permit Number(s) Requested: NA
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
H. Applicant Information
1. Owner/Applicant Information
Name: Ethel W. Burnette et al (Contact: Richard Garland Burnette, Jr.)
Mailing Address: 1050 Washington Street
Raleigh, North Carolina 27603
Telephone Number: 919/833-6385 Fax Number: NA
E-mail Address: NA
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Kevin Martin
Company Affiliation: Soil & Environmental Consultants Inc.
Mailing Address: 11010 Raven Ridge Road
Raleigh, North Carolina 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Burnette Tract Retail Center/ White Oak Crossing Shopping Center
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1720.06-47-4750
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): The site is located in the
southwest quadrant of the intersection of US Hwy 70 and White Oak Road (SR 2547)
southeast of Garner.
5. Site coordinates, if available (UTM or Lat/Long): 35°41'48" N / 78°34'48" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: The site
is currently undeveloped and consists of forested, cutover, and open areas such as fields and
utility rights-of-way.
7. Property size (acres)
35
8. Nearest body of water (stream/river/sound/ocean/lake): White Oak Creek
9. River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: The purpose of the project is to develop a
retail business center to serve the southeast Raleigh regional market.
11. List the type of equipment to be used to construct the project: Conventional heave
equipment will be used to develop the site.
12. Describe the land use in the vicinity of this project: Interstate 40 and Highway 70 bounds
the site to the east and north, respectively. Scattered commercial development is present
along Highway 70 while agricultural and residential development are the dominant land uses
along White Oak Road.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC delineated the wetlands for this site in November 2000. Amanda Jones of the USACE
approved the wetland boundaries on February 26, 2001 (Action ID# 200120384). Spangler
Environmental, Inc. conducted a buffer evaluation of the potentially buffered streams within the
proposed retail center site. Steve Mitchell of NC DWQ confirmed their riparian buffer
determination. Streams subject to the Neuse River Basin riparian buffer rules are shown on the
attached wetland impact map. The Corps issued a non-reporting NW39 permit for impacts to
0.22 acres of wetland on August 13, 2001, Action ID 200120384. DWQ written approval was
not required for the impacts since they were less than '/3 acre and did not involve stream impacts.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: Additional permit requests are not anticipated for this property.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
Page 5 of 12
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 permanent/filling 1.012 no over 200' emergent wetland/ seep
?L?a?w }e r 4`?

* List each impact separately and identity temporary nnpacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEW-approved local floodplain maps. Maps are available through the FEW Map Service Center at 1-800-358-9616, or
online at http://www.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0,318 including
stream channels jurisdictional, 1.012 isolated non jurisdictional
Total area of wetland impact proposed: 1.012 isolated.
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)
NA NA NA NA NA NA

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 6 of 12
* * Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
???vw.uss,f9Y. Several internet sites also allow direct download and printing of USGS maps (e.g., }ynyw_t?Ilgzcmz,
wwNv.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: NA
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
NA NA NA NA NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation with draw-down structures
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Local stormwater requirement for detention and water
Size of watershed draining to pond: A - 21 ac Expected pond surface area: 40,000 s.f.
B - 22 ac 40,000 s.f.
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant reauested a wetland delineation prior to site plan development in order to avoid
and minimize impacts to wetlands and waters present on the site to the maximum extent
practicable. The property is zoned as Mixed Use District I, which is intended to produce higher
levels of urban land use intensity (i.e. industrial, retail, multifamily, hotel/motel). It is
Page 7 of 12
particularly challenging to avoid and minimize impacts on commercial developments due to the
large amount of contiguous space for parking demanded by the retail market. However, impacts
to stream channels and riparian buffers have been avoided completely. The proposed,
unavoidable impacts are necessary to provide adequate parking, access, and stormwater
management for the proposed retail center.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. nc. us/ncwetlatids/strmgide. html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the applicant has avoided stream channel and riparian buffer impacts, will maintain
riparian buffers as required by the NRB riparian buffer rule, and will construct two
stormwater ponds to comply with the Town of Garner's Local Stormwater Program for
Nitrogen Control, S&EC does believe compensatory mitigation by DWQ will be required for
2.024 acres (1.012 acres at a 2:1 ratio as per the isolated wetland rules).
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http:Uh2o,ctir.sta.te.nc.us/wro/index.litm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): .2-02+-
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(s uare feet) Multiplier Required
Mitigation
1 NA 3
2 NA 1.5
Total NA
Zone 1 extends out 3U teet perpendicular from near nanK of cnannel; Gone z extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious area will be within the limits allowed by the Town of Garner. In order to protect
surface waters and wetlands downstream of the site, two stormwater ponds are proposed for the
site in accordance with the Town of Garner's Local Stormwater Program for Nitrogen Control.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Municioal sanitarv sewer
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
Applican Agent's 'gnature Date
(Agent's st a is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
/2301
8 546-0757
SPANGLER ENVIRONMENT PAGE 02
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFP•ICE
t.
a ?? E
?NT JR..iE
rNOT+. November 29, 2000
Scott Lindenburger
Spangler Environmental
;'C;gICRETARV 2Z4 Fayetteville Street Mall
Suite 387
3 , ?'$ he Raleigh, N. C. 27602-0387
nrY
Subject: Neuse River Basin Riparian Buffer Rules
NBRRO 00-308
White Oak Road/Garner
>1` Wake County
v dr Dear Mr. Lindenburger:
k'` On October 24, 2000 I met with you at the subject property to conduct a site visit for the above re erenee
Project. This project is referenced by the Raleigh Regional Office as NBIt-RO 00-308. It was determine,
{
that there are several features on site that are represented on the Wake County Soils Map Present on thi
property but only one feature represented on the Garner USGS Quad map.
1'`
sla The Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance c
`YMi. EXisting Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233) states that water bodies the
are at least intermittent are subject to protection- It was determined that the feature represented on the USG
}Y? map is present on the ground as a stream and therefore subject to the Neuse Buffer Rule.
The features depicted on the Soils map and the two pond features are not present on the ground and therefor
are not subject. This letter only addresses the applicability of the Riparian Rules. Thank you for yor
attention to this matter and if this Office can be of any assistance or if you have additional questions, pleas
^t.?'1?ara do not hesitate to contact us.

t ?cc,, RRO/Dorney
36
•9Yn
Wake County
H:\nbrlet.for\bufn0\whiteoak.308
Sincerely,
Steve Mitchell
Environmental Scientist
L M
M AILIN4 ADOR[fet I6$ LOCATIONR3800 BARR[TT DRIVE, OVITL 101, RALEIGH, NC 17609
PHoNe [phone] FAY 91s/•671-4715
AN EQUAL OPPORTUNITY / AreIRMATIve ACTON EMPLOYER • 50% REGYCLCD/10% P6ET-GON&UM6R PAPER
y
Soil & Environmental Consultants, PA
11010 Ravan Rldge Road - Raleigh, North Carolina 27694 - Mono: [phone] ? Fox, [phone]
WWW.SandEc_eom
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: ,?IG,•?p 6".9?/'?Lr/r?? is `f "-J4,
/ -O_
Address: /0 5-V 6J?17'f 42?.Zz n!
phone: 11 Project Name/ Description: (1-?' 70 GdffT 6)4C AxW? /lcefr-7 -
6? r
Date: 4,9, Z te . o /
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.0, Box 1890
Wilmington, NC 284,02
Attn: Amin Jones y
FWd Office: R a d1 e i c lh
Re. Wetlands Related Consulting and Perutitting
To Whom It May Concern:
L the current 12Wper!y owner, hereby designate and authorize Soil & Environnumtal Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to fu rdsh upon request
supplemental i 7rdormation in support of applications, etc. f7rorn this day forward. The 2%s ' day of
This notfficatia n supersedes any previous correspoatdence concerning the agent for this project.
NOTICE. Thie authorization, for liability and professional courtesy reasons, is valid only for
government of#ieWs to eater the property when accompanied by S&EC staff. You should can S&EC
to mange a site meeting priox to visiting the site.
Print Property Owner's Name Property Owner's Signs
cc: Mr. John Do:rney cc: Ms_ Jennifer Burdette
NCDENR - DWQ Soul. do Environmental Consultants, PA.
2321 Crabtree Boulevard
Raleigh, NC 27604
Ch ikM Offices: rgeensboro Office: Hickory Office:
rMB 291, 3020-I PNapetity Church Road 3817-S Et-ndale Drive 910 Boston Road
Charlotte, NC 28269-7197 Greensboro, NC 2745$ Teaylorsville., NC 28681
Phone: [phone] Mont: [phone] More [phone]
Fax: [phone] FALK: [phone] pax. [phone]
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6128101 Location Map
Burnette Retail Center
Garner, Wake Co., NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com

MEMORANDUM
TO: John Dorney
L W' i.i ice. •
Fax: [phone]
E 74
r ,
IOQZ E Z! 83? ??
FROM: Kevin Martin
RE: 7020 White Oak Rd. Isolated wetlands, Wake County, Corps
Action ID#
Based on the recent US Supreme Court ruling, the USACE has
determined that three isolated wetland pockets that resulted from:
draining two old farm ponds, are not subject to jurisdiction under
Section 404 of the Clean Water Act and therefore would not require a
Corps wetland permit or 401 Water Quality Certification to impact (fill)
them. (See attached Corps signed wetland delineation)
The purpose of this memo is to inform you that our client intends
to fill these isolated wetlands. They will of course obtain any necessary
local approvals prior to doing so (e.g. sediment and erosion
control/grading permits etc). Unless we hear otherwise within 30; days
(3/25/01), our client will rely on his ability to move forward without any
approvals from NCDWQ. Please note Steve Mitchell previously indicated
that the isolated wetland areas on-site are not subject to the Neuse River
Basin Riparian Buffer Rules (see attached letter)
Please call if you have questions regarding this matter
Enclosures: USGS Topo Vicinity Map
NCDENR Buffer letter
Corps approved wetland delineation
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental, Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Western Branch Offices: [phone] • [phone] • [phone]
92 •, j ' U
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PHOTOREVISED 1987
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09:18 546-0757 SPANGLER ENVIRONMENT
SPANGLER
ENVIRONMENTAL, INC.
FACSB41LE

?)77)a?iy Name S O 1 ? i ran rn4.L?Lw ConSt?l?-? wrt }S? I n C.
'pct Number
__?.rn' o b

Total Number of Pages Including this Cover Sheet
PAGE 01
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or Problems Regarding this Fax, Please Call
attached fax message contains information that may be coafidential, be protected by
_`.s C'_tor.ney-client or other applicable privileges, or constitute icon-public information.
intended to be conveyed only to the designated recipient(s). If ,you are not an
- °i =ecipient of this message, please notify the sender by replying BY TOLL FREE CALL
-772--6953 and then RETU5N IT VIA US MAIL, POST-PAID. Use, dissemination,
or reproduction of this message by unintended recipients is not authorized
-. r be unlawful.
Ferrnitdng - ErM ronmen(tal Consulting • Construction Management • Expert Testimony
"14ice Box ,387 Italeigb, NC 27602-0387 tel: [phone] fax: [phone] www.SparWer-SEI.com
wwwow- 546-0757
OF
04
W41(
SPANGLER ENVIRONMENT PAGE 02
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE
?.r t•FC.t3. f.NT JR.
rN01 November
29, 2000
Scott Lindenburgcr
iILL i1oLMAN Spangler Environmental
r v -,P EYARv 224 Fayetteville Street Mall
x Suite 387
`.4Raleigh, N. C. 27602-0387
?s.

Dear Mr. Lindenburger'
Subject: Neuse River Basin RIparian Duffer Rules
NBRRO 00-308
White Oak Road/Gamer
Wake County
On October 24, 2000 I met with you at the subject property to conduct a site visit for the above reference
project. This project is referenced by the Raleigh Regional Office as NBRRO 00-308. It was determine
that there are several features on site that are represented on the Wake County Soils Map present on thi
property but only one feature represented on the Garner USGS Quad snap.
The Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance c
Existing Riparian Areas, Administrative Code T15A.02B.0233 (NCAC 0233) states that water bodies the
are at least intermittent are subject to protection. It was determined that the feature represented on the USG
map is present on the ground as a stream and therefore subject to the Neuse Buffer Rule.
The features depicted on the Soils map and the two pond features are not present on the ground and therefor
are not subject. This letter only addresses the applicability of the Riparian Rules. Thank you for yoL
attention to this matter and if this Office can be of any assistance or if you have additional questions, pleas
do not hesitate to contact us.

-:Z ,-
lee
- ;.4..
s gq ?a*
u. a

Sincerely,
Steve Mitchell
Environmental Scientist
cc: RRO/Dorney
Wake County
H..\nbrlet. for\bufUOlwhiteoak.3 0 8
FiRSr
M AlLIN4 ADDRLSSI t8$8 OaMAIL ATIONR 3800 EIARRKTT DRIVE, SUITK 101, RALEIGH, 7NC 27608
PHONE 91 8-671 •4700 FAX [phone] e
AN EQUAL OOPORTUNITY / AwPIRMATIwE ACTION EMPLOYER 60% REOYCLED/1096 POST-CONSUMER PAPER
09:19 546-0757 SPANGLER ENVIRONMENT PAGE 01
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone] .
Web Page: www.SandEC.com"'""" R ! 1
FS 2 3 2001
Date Delivered:
To:

kN_ JP (-c"e C' yAj
From:
Item:

Job Number/Name:
Delivered by:
Received by:
Time:
J A,- N11- Mc ?

Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Charlotte Office: [phone] • Hickory Office: [phone]

m
N STORMWATER MAMA E G MENT NOTES,
1)PROJECT TRIBUTARY TO WHITE OAK CREEK.
o i r 2)NO 100 YR FLOODPLAIN ON SITE PER FIRM MAP N / ~ ~ / / ~ ~
N 0. 37183C0565E, EFFCTIVE DATE MARCH 3, 1992. / / / / / ~ / ~
N u / / 3}TOPOGRAPHIC AND BOUNDARY DATA PROVIDED FROM MSS LAND CONSULTANTS, ENTITLED "WHITE OAK CROSSI UPS /
/ / D 4)STORMWATER DETENTION REQUIRED FOR THIS PROJECT. FOUR RET N / / / ~ / /
E TION /DETENTION PONDS TO BE INST,~LL 3 TO CONTROL 2, 10 6 25 YR 6 HR STORM. PONDS A, B & C DISCHARGE VIA A VELOCITY DISSIPATER AN LEE /SPR~ADER
TO A 50' BUFFER ADDED IN ADDITION TO THE EXISTING NEUSE RIVER BUFFER. POND D' DISCHARGES IAA ELO~ITY l f t l i ~ ~ ~ ~ e ~ ~ /
o DISSIPATER AND LEVEL SPREADER TO A 50 BUFFER ADDED TO AN EX / / ISTING BASIN. / / ~ ~ 1 i
/ / / / r Ii .1 ~ 1 r!
0 5)STORM SEWER CONSTRUCTION AND INSTALLATION SHALL CONFORM TO TOWN OF GARNER STANDARDS AND/SPE,CIF IONS. N / / i ~ ~a J
m 6)THE STORM DRAINAGE SYSTEM, LEVEL SPREADERS AND PROPOSED ADDITIONAL 50' OF RIPARIAN BU ER S m ~ / E OWNER MAINTAINED. ~ ~ ~ i~ - (~~;1
/ m / / / / i i / . ~ ~ ! 1 ~ 1 , ~
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~ Easement " - a N~ ~,1 Sulte l(~ ,~a' ~ _r ~ ~
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m Fiber Optic Fo F - - Gas Line _ - -c -c - - - - - - i ~ } S 00~~ r- ' ~ ; ~ 1 ; ~Qr Ph,919-678-0035
N Grades - _ _ / a
Sanitary Sewer - - - - - - - - - - J ' il,~ ~ . ~ Fax~919-678-0206 ;Z/'` / Sn C~ 2 tr f t ~ 1 F- W J 'F K ' t l ~ 1 ~ nz ti~~ ~ , ; carync®crossengineeringrcom
N Sa n i t a r Sewer Service ----s ---------5------- " Y / 7 Silt Fence -sf sf- / l t
Stream Line - - - ~ / / - / _ ^ - ' / ~ ;ti~ 6 1 'V T Cfl ~V~ ~ 1
/ - ; - Storm Draina e / / J - " - a 9 \ _ _1 ' - C. ~ - , ~ 1 ~ ~ ` 0.. ~ ~ ~ ~7 1 ~ ~
X Water Line -w - / / , ~ _ ~ ater Service Line ~ 1 ate, / / ' ! ~ C 1 ~ 1 ~ ~ ;
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/ , ' fE3 / '~'i - / MAJOR I C tl / / 1 t~~ f ti ` POND , - ; ~ ; ~ STORM
/ TENANT B i ! C t; / / ~ ~ ? I, ~ ~ ,~t ~ I 1 ~r i ~ ~ ~ ! ~ ~ ~
/ / MAJOR MAJOR FFE 373,75 / / ~ / ~ / ~f TENANT C TENANT E ~ ~ p DRAINAGE t i f I ~
/ / , o _ / FFE 373.75 FFE 373.75 ~ ! - ~ ' PLAN
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' _ 372. ~ ~ ~ MAJOR FFE ~ ~ 4 AN1 K ~ ~ i
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- a fFE 372.75 872.15 ;w FFE ~
~ - ~ CAES~- - RC~~" , i i I ~ `~i~~ ~
~ ~ MAJOR ? 1 ~--r-..~,.` ~ ;s, , l a
'r~~ TENANT D - - - - ~ / / FFE 389.75 t b I ~ ~r~7y ip~~ nnn C ~py i rn I ` V
/ ~ y ~ i i ' p' 1.66 ACA ~ 4 j' ~ ZL/
/ ' ~ ' OD'iP \ P / l ~ ';';,.;,y,. FyE 89.'5 .95 CRES ~ f ~ ~ . 1 ~ ~ ti 1 i t
/ ' t a ~ ~ ~ ~ ~ c~~ ' j PROPOS / ri ~ I FFE t FFE 379.20 - - -
~s - x ADDENDUM 1. 20 S~'r Ol
ED PP ~ ' ~ ~ 383,3 .,-,e,..;;-°~ ~ .----~-'"'r~-
' S~ ~ ~E" ,i ~ s , 1a a r ' ~ REVI51ON -STORM PIPIWG (GEPIERl4l~ 21 JAN i
' ~ 30'zi8' PME 1 ~ OPOS D EASEMENT MAJO ~ i `T ~ ,d R a G
a - ~ ~ 2.15 . SED PP ~ TENANT J FFE 38 - c7',
/ FFE 389.75 :Par-...~, _
E FF 385 ~ .,~~.~-w ~ 1 ' ~ ~.1~~- '^.~d O ~ ~ . O _
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STORM DRAINAGE SCHEDULE.
Jcm 23.2002 J08i 98026.06
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x;
~i 0 100 200 300 CD C 3.0
Q~ CROSS ENGINEERING, PL NGINEERING, PLLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM CROSS ENGINEERING, PLLC, IS EXPRESSLY PROHIBITED.

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UI , o.. ,..-a .ar..-,,,...,.,,, ...v,. t ,,,M.: . . ,~..w _ 6.0' ~ ~ ~ 114" PREFORMED ~ G~
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I t d ~ ~ 362.50 TOP 24" CMP RISER (ASPHALT COATED) ------i
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~ ~ 'ry- .,V,,,V. w ~ ~ ~ 358.20 OOTTOM 24" CMP RISER (ASPHALT COATED) GATE @ 358.2Q
DOYMSTREAM 'UP' MUST BE IFVEt Y ~ ~ ~ THE ENTIRE LENGTH OF SPREAD):A, ~'sY
SPREADER UP MUST BE 1' MINIMUM. ~ 1/' SEE PLANS i0R ELEVAnON, 'W' I' J ucu` FLOW FLARED ENO SEC110N Y~ ~ 3' x 3' x 3' CLASS A CONCRETE
RIP RAP ~ ~ Y ~
2-J_ SURGE STONE h ~ ~ ~ ~~ll
cEO TExmE fABalc f I'(/' ExTEHO A MINIMUM Of ONE CRASS 1/- ~K~(l ~ `,`~uimnYryh
f00T PAST 'UP' ~ flIP RAP OUTLET PROTECnON h AND ENERGY DISSI?ATOR j ELE SEE PUNS FOA DETAILS ~ ~ P T - ~ N CAR hi~~
UNDISNRBFD GROUND ~ .~~I1 ' '~I`~ WHI' L OAK CROSSING P N ~ ~i OD A ,o ,
trlY1;' STABN2E0 SLOPE t.~dClG ~ Ftissio RISER ASSEMBLY o
CRASS UNEO CHANNEL ~ ~ T T ~ y ~ tDllC(L 6' DEE?, 1' MsDE i Q~' NTS r ~
SEC PUNS FOR lFHC1H AND ELEVAnON ~ ~ yQrf~ rRDcIDN CONTROL NETTING TO BE INCERTEO r r r
SUBIE UNDISNRBED ~ S AND SECURED IN GRASS LINED CHANNEL. OV IIET AREA ~ ~~p5 , ,.1/.
~ f ~ t~ ; ~ ~ III .N IN~..••'~`'v~~~• ~j ~NN~N GG`
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3 ELEYATIDN POINTS ON SPREADER __'--ET~TI3ANKN1ET~7"--FICt TO -.B'E-._C 01~P~A C=TEE)__~ ~ _ _ - NDDENDUM 1: 20 ~P'f Oi
h ALL AT SAME EIFVAnON M9INTENANCE
~ ~ 95°C___ST~ANI7ARD__FrROCJf'OR,_._PER_.._-_------.._ ~ _ _ ~~M_.- D-6 98 - . _ . _ _ . _ _ _..y--- - -
INSPECT 1HC IFVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED Y- ANG PROPERLY MANE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, I EIEV Pf~OPOSED EXITING
MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, NCOROUS CONOInON• pT, ._._~A IMARY__,- _ _ -G~Ap€_-__-- f-__-.-_ _ r . _ _ C-~A~E - P
'~SUACE STONE UP 5 ILLWAY 70P -1~AN4. - _ _ X62-:-50
~~NlMUU OIMENCIONc FOR LEVEL cPAEAOER s~o~ rL-[R LiD- CoNSIAUCt 1Ht IEKL llA CM uxGSNAe[D Spt 10 Uxlftta xGCNI NID TIRO QIIDf OxN M[ IGIDM D< MC SaAEN%A. ARORCI li MM IN fR0S10X _ 36~ .-D 0 _ . _ . _ ~"~h}P TRA-SH-fl~ACK
DESIGN FIOw(cls) ENTRANCE PoDiH OEPM END YADTN LENCiH Aczstu+r u~raiu sua As suAa srcHt ID AACWIt raoVOx • ro MWUt m~ausNw. ~ NP360.00'
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10-20 16 .B 3 20 ~4 CMP
20-30 24 .7 J 30 xntatr ~u n~rniAem Scr~a ' 24"CMP RISER ~ rt ~ ,
NI UM 1M N ION iE ,t' i i
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' 1, THE MATTING SHOULD BE A MINIMUM OF 1 FEET »10E Ex1ENDINC 6 INCHES DVER THE UP AND _ ~ CLASS"A°CONC. ~C_..-__-.___. -
BUR1E0 8 INCHES DEEP IN A VERTICAL TRENCH ON THE LORER EDGE. THE UDPER F.OCE SHOULD BUTT ACAINSi SMOOTHLY CU1 SOD AND BE SECURELY HELD IN PUCE W11H CLOSELY SPACED 6 x I _ 6' x 18 (CLASS B ~ r ~NTTFLD~TATT~IV-~__ DR~WDQWN
HEAV/ DUtt N1AE STAPLES AT LEAST 12 INCHES LONO~ 2 ENSURE INAi THE SPREADER IS LEVE4 FOR UNIFDRM SPREADING Of S10RM RUNOFF. -RIP--RAR--D-~SSI-P-A-TOR--- _ . ~6 _ _ B~-{}~K_ - _ OR~FI~E _
3. CONSTRUCT THE LEVEL SPREADER ON UND151URBED SOIL (NOT ON FlLL) 1. CONSTRUCi A 20 FOOT 1RANSIt10N SECTION FROM ME DIVERSION CHANNEL TO BLEND SMOOTHLY AT OUTLET:~,______ ! „ANTI SEEP _ _
N1M iNE PoOiN AND DEPTH OF THE LEVEL SPREADER. 5. DISPEASC RUNOFF fROM 1HE SPREADER ACROSS A PROPERLY STABILIZED SLOPE, NOT TO EIfCEEO UNDERLAY WITH AR - ; _ - - - _ _ ~ _ __.._30L _~~--CMP.._.@ _-1....,_6,0/- M I RA F T ~tTO X _ _ . _ _ _
IGX, MARE SURE 1HAi 1NE SLOPE I$ SUfRC1ENRY SMOOTH i0 NEEP THE FLOYI fROM CONCENTRAlINO, LEVEL SPREADER rJES i~t ~1 s. IMMEDIATELY AF,Ea Irs CDNATRUGIIDN APPAt)PAleli'~Y corn ,un ~~II~u rur runar nicnlDarn earl i
Of ME LEVEL SPREADER.
NTS
Jan 23, 2002 JOB,# 98026,06
SECURITY FENCING DETAILS LEVEL SPREADER Cod S r10
SKEET
(PONDS "Alf e
© CROSS ENGINEERING, C 3al S ENGINEERING, PLLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM CROSS ENGINEERING, PLLC, IS EXPRESSLY PROHIBITED.

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q y kt f r i~ CONCRETE SLAB TOP
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~ Q a 72'-„ 2 COURSES 6" MASONRY BLOCK BOTTOM OF CONCRETE SLAB @ 376.20 PROVIDE GROUT BETWEEN BOTTOM
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fi i~ 4 - 2" PVC DRAWDOWN. PROVIDE SIDES WATERTIGHT SEAL AROUND
f { _ l 1 1 PRECAST CONCRETE BOX NORMAL POOL @ 371.0
- 8" EMERGENCY DRAIN VALVE.
s. w _ .,ti,... . / ~ SUBMERGED 2" PVC @ 370.0 DIRECT WATERTIGHT CONNECTION MANHOL STEPS TO PRECAST WALL.
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NTS
~ r 1 E~ l~ ~ Y- Y' Y- y- i r' ~111~1111111~~~
~lIc 1 DOWNSTREAM 'UP" MUST BE UVEL Cj~ THE ENTIRE LENGTH OF SPREAb•EA, ~ ~i
,r w d ~ I r ~ ~ 1 ~ ~ / SPREADER UP MUST BE I' MINIMUM, ~ 0 ~ ~ SEE PLANS FOR ELEVATION, FLOW (~F,SSID ~
' ~ FLARED END SEC110N ; RIP RAP ` Q
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PTY J Y' ~ t J ~ - REINFORCEMENT OF rooT PAST'uP• nHD eHERCrnolssPiP°TOR~oN t ~ SEE PUNS FOR DETAILS i~ `1~F~~ ~
~ ~ ~ ~ ~ I - 'E~' ~NC/L STABILIZED SLOPE I ~~~y ~~T CLASS "A" CONCRETE 8 " n ~'e (.r--s~( UNOISNRBED GROUND //0/ ~ gw ®~y ®®~w
S l~ ~ ~ 1 ~ gr~44111919Y0~
Y' ~ ~i o i Y' ~ ~ ,~Jl =f ~ ~ ~ ~ GRASS UNED CHANNEL
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a Y' ~ Ali ~ .r ~ ~ ti ~ 1 y - 0 ANO~CURED IN GRASS LINED CMANNEL.
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, ~ - DETAIL OF LEVEL SPREADER CROSS SECTION,
Y ti - _y ~ ` F " 1 t ADDENDUM 1: 20 SEPT Oi
~ . Y., ' 1 w
Y ~ ELEV ~ ~ PT. 1 E _ . Y.,
6 " Q ~ i/4" PREFORMED
ELEVATION POINTS , ON SPREADER ~ k AlL AT SAME ELEVATION ~ "
Y, f 2500 PSF BEARING JOINT FILLER, CdPdCITY UNDER COLLdR i4" IN WIDTH
'lam ~1 Y" s MAINT~.NANCE
EIEV INSPECT 7HE LE4EL SPREADER AFTER EVERY RAINFALL UNlll YECETA110N IS ESTABUSHEO ANO PROPERLY MAxE ANY NEEDED REPAIRS. AFTER 7HE AREA HAS BEEN STADIL12E0,
PT. SURGE STONE UP
AN11-SEEP C011A~ MAKE PERIODIC INSPEC110NS AND KEEP VEGETATION IN A HEALTHY, VICOAOUS CONOI110N,
SPAEN[p 1I0. CDNSIAUCI ME IE\EL UP pl UNgSNABCO Sql 10 UNVOau GRAPHIC SCALE 1 "=30 ' MgCNI AHO I[AO EAADC OhA Mf IENOM a Mf SPPEADfA, PROnCT li MM AN lROSION RES31AN1 MA1fAlµ SUpI AS SURGE SICNE 10 PAfrENI EAOSICN . N.T.S. MINI~'UM DIMEN$IONS_ FOR LEVEL SPAEAOER
10 BfCOYt [SIABUSNEC. DESIGN FIOW(cle) ENTRANCE PoO1H DEPM END YAOTH lENG1H
Cuntt r~ra•M[ CUM gSPOSµ AA(A uVfi IC CEHOWIY S400M ANO 1Cll Kareno wM A 4AUNUY SttPf a lox Q 30 60 g0
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S. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED AND MULCH ME ENTIRE DISTURBED AREA OF THE LEVEL SPREADER, BY OTHERS FOR POND 'B SHAT
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f~~ ^ G + ~ k~, j F - J p ~ ~~/y / TOR, MAKE SURE THAT 1HE SLOPE IS SUFFICIENTIT SMOOTH 10 KEEP THE FLOW FROM CONCENiRAiINC. ~ ~ ''9 6, WMEDIAiELY AFTER Il'S CONSTRUCAON, APPROPAIAiELY SEED AND MU C
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"j CROSS ENGiNEE AN' PO S ON, " f J--ION t nR OTHER USE t'" DOCUMENT tiiT .,U: YRIv~ ERhI N TE 'ROSS ENG aEE - G RIGHTS RVED, AN.,-.,. u, ~

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WETLAND FLAG DATA K"=7LAND FLAG DATA ,
FLAG NORTHING FASTING FLAG NORTHING FASTING
N.707 826 E.2124 209 I SA5 N.707 337 E.2125132 ' 130-8 131-B N.707 839 E.2124189 i SA6 N.707 331 E.2125118
132-B N.707 861 E.2124 201 SA7 N.707,318 E.2,125,099 O T EA LI D D LA
128-A N, 07 894 .2124140 AB t 124-A N.707 934 E.2124153 SA9 N. 0 361 .2125 038
\ \ 009 R 125-A N.707 927 E.2124130 SA10 N.707 390 E.2 25
\ \ 126-A N 707 949 21 4113 ' SA11 N.707 391 E.2124 986 1_ N 9 1 41 4 SAt 2 TN.707 436 E.2124 969
129-A N.707 9D9 E.2124191 SA13 N.707 437 E.2124 915
130-A N.707 898 E.2 t 24 235 SA14 N.707 4 3 E.2124 891
Z 131-A N 707 888 E 2124 239 SA15 N,707 395 E.2124 845 n 128-B N.707 876 E.2124 267 I SA16 N,707 374 E.2124 810
IPS \ 132-A N.707 881 E.2124 221 SA17 N,707 366 E.2124 774
~ 129-B N.707 825 E.2124 241 SA18 N, 0 1 E.2124 2 ~ 127-8 N 707 906 E.2124 270 155A ~ N.707 366 E.2124 733
IPS 1 2-A N 707 978 1 4189 ~ 1558 N.707 357 E.2124 737 7020 WHITE OAK ROAD, GARNER, NC, 27529
W \ N 707 913 E.2124107 156A ~ N.707 360 E.2124 714 ~ ~ a 127-A
o \ 121-A NJ08 020 E.2124 215 1565 ~ N.707 349 E.2124 725 L J - N 52 E.2124 721 120-A N,708 021 E,2124 236. SA19 .707 3
N ry A ~ ~ _ ' 157A N.707 352 E.2124 710 n 119 A N.708 048 E.2124 249
xls S ,iii b 11 B-A N.708 063 E.2124 234 1578 ~ NJ07,342 E.2,124,712 ~ 1 HEREBYCERTIFY THAT THIS PLAT IS OF THE FOLLOWING TYPE.• ~ ~ r' 117-A N,708105 E.2124 203
n~~ A~ j !i'I 116-A N,708132 E.2124 210 1588 I N.707 340 E.2,t 24 702 'ICI ~ 1 IN OTHERSTRUCTURESAND
ai, G IPS ~ ?0 \ ~II,7-i 115-A N.708161 E.2124198 B GI - N. 4 ,2124 THESURVEYlSOFEXISTINGBULD GS, d _ a'4 159A N.707 34E E.2,124,690 T RAL FE'A'TURES SUCNAS WATERCOURSESPOND9 THE€L1N€g, I;~, ~ 115 B NJ08187 E.212 1 9 I NA U ,
~V loo, o R of i 117-B N,708154 ,2124 2 0 ~ ~ TRAVELED WAYS,ETC,
~ ~ (p lp, S~j• q O - 1 4 ~ i ~ ',t>~-r~- ~•j 1, MARKJ, OROPALLO, PlS NQ L~188, CERTIFY THAT THIS
~ c ~ 1p3~, ( 484 D R . 1 N, 08111 L.2124 28b ~G N~U1,S~~ , 19- B MAP WAS DRA WN FROM AN ACTUAL SURVEY MADE UNDER ' 1 -8 N. OB 46 .21 4 82
` f ~qp \ Cl~ 121-B N,707988 E.2,124322 1 i , ,1 4, MYSUPERVISION;THATTHEDeEDDESCRIPTION(SJAND
I 1p1•c ~ \ I 1 ( o lp~ ~0(' 92$' a 1 - N. l,a:,4 . , 4, 1 , , PLAT(SJ FOR THIS PROPERTY 1S (ARE) LISTED HEREON UNDER ~ - n. ~ ~ , ~ 4~7-- , , 'REFERENCES',' THAT THE BOUNDARIES NOT SURVEYED ARE
c( ~e2 ror ~ 69, q~ 124-8 N.70 9 2 .2124293 ~-fT7OT,3 CLEARLY/NDICATEDINABROKGNLINETYPE,ANDAREGRAWN
~ 1460 m° 1ag,6 - 124 289 1638 I N, 1 4 1 FROM lNfORMAT/ON SOURCES LISTED UNDER REFERENCES'' 125 B N,707 929 E,2 ,
w lp6A m .B ~ X10 \ 12 - 4 THAT THE RATIO OF PRECISION AS CAICULATED 1S 1:10000 OR 133-A N,707 911 E2124 311 1648 N.707 281 E.2124 603 GREATER, THAT THIS MAP WAS PREPARED 1NA000RDANCE WITH
1pBA 133-B N 707 919 124 315. 165A I N,707 339 E.2124 588 G.S.47,?OASAMENOED. WITNESSED BY ORIGINAL SIGNATURE,
.A •x(111-8 109 1 4-A N 0 8 1 4 3 166A N,707 336 E.2124 582 REGISTRATIONNUMBERANDSEAL THIS 11T7iDAY0FDECEMBER 134-8 N.707 900 E.2124 332 167A N.707 316 E.2124 603 '
110-A _ . 112. - 135-B N.707 900 E.2124 353. 168A i N.707 311 E,2124 606 2000.
111-A e 113 - 136-B NJ07 882 E.2124 376 169A N.707 296 - E.2124 590
.A e 713 1 112-A ~1q.9 - _ 871 E.2124 405 170A N.707 281 E.2124 584 `,~plllulUry~~~~ 137-B N.707 ~J ~ARQ 138-A N.707 858 E.2124 408 165B i N.707 265 E.2124 577 ~°°ooooooooc~/
114-A ~C ~1,~ ? Q o o~ i 137-A N.707 850 E,2124 381 1668 N,707 252 E.2,124 574 ~ ~00° ~E$$1n" °0°9 ~i
IPS ! 115-A~` B / / 4 1 4 355 171 A N. 07 265 E.2124 565 ~ ° 0 ~v ° 136-A N.707 8 8 E.2 2 o°Q~ ~°o 135-A N.707 859 E.2124 334 172A N.707,256 E.2,124,559 _ o o
lls 1 / A X 1I B 138-8 N,707 864 E.2124 428 1 3A N. 2 9 .2,124 5 _ a SEAL o _h
11 . 42 7 X1 6 A}~ , f9.e ~ $6, 139-A N.707 861 E.2124 428 1678 N, 0 ,228 .2,124,549 o L-4188 ~ I+
' 1 jOW1V 139-B N,707 920 E.2124 591 174A N.70 ,224 E.2,124,520 of Oo 1 9 140-A N.707 912 E.2124 572 4, ~i ooti ~~a 0 S RJ 0?.
z ISOLATED WETLANDS, ~ / ~e 3 , of c 141-A N.707,905 E.2124575 A ~ . . , i,9 ° ~
p".~ U N 7 1j8A. l D 0 fASf ARN~R iI 8 M p~.~ u, N ~10NJURISDICTIONAL j / 40>> ENr, L ~ cn 11,Rq pG ~ 140-8 N. 0 902 .2124 584 ~ii~k k~ 141-B N. 07,884 E.21'4,~88 'rr~-i~-~, ~ ' rrr~ o>.~ ' , _ ~l??~Itl~!I~~ f,
O p 121- : fo / l E 142-n N, D,,68B ~.2, .,5 U ~ ...•fa,.:. 3::r..~c~ ~.~i~.%: i'r\,'t~•, iC>. 7r•L_-4
tP W ~ ~ A ~ ~9 0 ~ - c 2pA 1 4 - e .2 •~4 ,?72~E'lfi~a;4~3u~' . 14 - N. 0 8 1 ,1 4,56
- 1 4 14 A N. I'
i 126q q e 1?2 ~ ~ m k p ~4 ` N N x I,:,`~~ 1123.8 X121, l - 9 THIS CERIIFlES THAT THIS OPY THIS P AT A C OF L CCURATELY DEPICTS THE 14 - N, ,8 1 . ,1 4 BOUNDARY OF THE JURISDICTION OF SECAON 404 OF THE CLEAN WATER
MM ~r-~l--~(1p B l m ~ N IPS 3A 12 1 4- ,81 . ,1 6 ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.' UNLESS iH R
z ~ ~.P SB ~1 / 45- N. 0 .2124 4 ~I E E IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULAl10NS THIS DETERMI- 146-A N. 0 79 E.2124 521 ,I ~i
~ 1~ _ 13q 1268 ??B 1 v i k 33 7 .2124 535 ~ ' ' 4 NATION OF SECTION 404 JURISDICTION MAY 8E. RELIED UPON FOR A PERIOu k 14 -A N. 07 5 ~ NOT TO EXCEED FIVE YEARS FROM THIS DATE: THIS DETERMINATION WAS MADE I,.
c ~ Z~.P 13QA B. 3 m 1 '13. 3B 1 3 146-8 N.'!U7 44 .2124 556 j i • ~ ~ UTILIZING THE 1987 CORPS OF ENGINEERS Wc1LANOS DEUNEA]lON MANUAL
~ 32A ~ 'Q 134 n 13 . 1 ?I B l 147-8 N. 07 0 .2124 586 . , 148-A N. 07 7 3 .2124 558 ~ i
rn ~1?B A ~ SB 0 131- ~ e ~ • U1 a / ~3~8 148-8 N. 0 04 .2124 59 . , Ii NAME: ~ U--?
~ N ~ 138 140-q 0 ~ 149-A N.707 689 E.2124 598 ~ 4, 149-B N.707 685 E.2124 614 ' ~ . , 4,
~ Z " ~f ~j'P 141. 13,~te ~ 1 ~ w ~ g ~ ~ o N 1 Pl~...,~.....,~,`~1388 1q2- 140• a 154 N.707 500 E.2124 665 8 ,124, ~ ~ TITLE: G~~' C©Zd
N ~ ~ 136 ~ 13jA Wm 13gq A B 150 N.707 506 E.2124 668. 1 . ,1 4
N ~ ~ 148 RI u' ~ 143 1 q? 6 151 N.707 523 E.2124 667 SA21 N. D ,111 E.2,124,362 153 N.707 512 E.2124 656 DATE: ~ ~
~ 1q4- A A 1436 152 N.707 527 E.2124 656 i t8 CL N, 0 114 E.2,124 49 2~12~ 3~~
114-A N,708185 E.2124 210 1 18 L N. 1 4, - 114-8 N.708194 E.2 124224 ' 184CL N, 0 ,1 .2,124,316
u 14SA . ~ ,q~ 113-8 N.708 212 E.2124 208 { 18 L 1 .124 8 NOTE:
N 1q~ ~ ~ 1 14 113-A N.708 211 E.2124192 ! 186CL N.707142 E.2124 260 WETLANDS WERE DELINEATED BY SOIL do ENVIRONMENTAL i, 112-A NJ08 206 E.2124173 1 187CL ! N.70 149 E.2124 51 CONSULTANTS, INC,
14 , ~s ~ ISOLATED PIN 172o.os-a7-a75o ~A WETLANDS o # 112-B N.708 228 E.2124 212 ~ 188CL N. 0 159 .2124 240
~ DS N f ETHEL W. BURNETTE ET A~ i 143 '~ONJURIS i LAN / ~ B DIC TIONAI, m .•~1q, A x 111-A N.708213 E.21241a0 ~ 189CL N.70 140 E.2124232 110-A NJ08 212 E.2124118 ~ 190CL N, 0 1 2 .2124 2 5
DB 8506 PG 1088 ~ • I B In 109-A N,708 225 E.21241 t 8 I 191 A N.707127 E.2124 220 REFERENCES
i I } 1gg~L ~ A RE S TOTAL Z 108-A NJ08 243 E.2124137 ~ 192A N,707124 E.2124 214
AREA. 35.45 . ~ ~ 1 108-A NJ08 261 E.2124128 ; 193A N.707123 E.2124 207 108-8 N,708 263 E.2124149 ~ 194A N.707128 E.2124199 DB 8406/1088 D8 483J/748 DB 4214 581
, o SF 1.33 A(.RES IN WETLANDS ~ 4~ 9,65 ~ ~ 1ggB c m l~7 109-B N.708 282 E.2124162 I 195A N.707117 E.2124192 /
t ~ PS ~ 110-8 N.708 271 E.2 124190 t96A NJ07117 E.212417 DB 2569/374 DB 4036/8 DB 3770/369 9 DB 1741/338 OB 4214/569 DB 7548/770 111-8 N,708 256 E.2124 215 i 197A N.707113 E.2124173 DB 6919 610 OB 7045 1
1 4 4 1 / / 31 OB 4742/63 tO6CL N.708 275 E.2 2 11 197A N.707113 E.2124173 DB 7469/946 OB 3800/62 OB 4742 57
\ N 105-CL N.708 290 E.21241 O6 1978 N.707103 E.2124181 / 104-CL N.708 312 E.212a 10a i t 96B N.707 087 E.2124172 DB 3877/741 DB 1611/578 DB 3354/323
~ D~ ~ ~ ~ ~ y 103-C1 N.708 342 E,212a 096 1958 N.707 073 E.2124164 DB 4331/846 DB 1850/265 OB 2009/403
~ o m~ 102-CL N.708 355 E,2124 099 1949 N.707 083 E.2124179 DB 8060/385 DB 4127/19? D8 2980/946
\ N, ' o 101-CL N.708 359 E.2124107 j 1939 N.707-093 E.2124192 DB 8146/2796 08 2286/690 DB 1940/156 100-CL N.708 310 E.2124 tt3 ~ 192;1 N,707 096 E.2124199 OB 8060/382 BOM 1982/493 DB 4145/397
~ I SA1 N,707 308 E.2125 2D1 ~ t 9' e N,707113 E,2124 222
~o, ~ ~ \ ~ O SA2 N.707 317 E.2125190 t 98 N.707167 E.2124195 SA3 NJ07 320 E.2125169 ' TOWNSHIP; STATE:
F o 1s ~ qs q~ 1S3 1s1 f 41 1 1 SA4 N.707,3 E.2, 25, 56 I ST.MARY'S N
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WAKE q DECEMBER, 2000
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S ~qT ~fA ~ 10 FD ~ ~ ~ CURVE RADIUS ARC CHORD CH. EIEARING LEGEND: 9 C1 1547.39' 160,a6' 1BD,39' S13'52'16"E
~ls $ ~ ~ a Q ~ a `'e N ~0~ JURISUICfIONALWETLAND Q ~ ~rn~h h ~ ° Q e C2 1532.39' 32x.64' 324.04' S3D'43'14"C ~ O EXISTING IRONIRAIL ROAD SPIK
S ~Q ~ mom,. E CHECKED BY: MJO C3 984.52' 291.29' 290.22' N07 26'31'W
, a. ~ ~ \ ~ C4 159240' 20.35' 20.35' S3T42'43"E ~ MATHEMATICAL POINT
~ ~ ~ ~ ~ rn~ rn ~ C5 1592.40' 229.54' 229.44' 542'12'36"E I O IRON PIPE SET k C6 1532.39' 909.31' 896.03' 575'26'55"E DRAWING, 20-21
~ ~ ~ ~ ~ rn m mW ~ C7 11609.16' 261.84' 261.84' S25'11'S6"E 0 EXISTING CONCRETE MONUMENT 1
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5300 SIX FORKS ROAD Suite 109 RALEIGH, NC27609
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