SW8040346_HISTORICAL FILE_20061120

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0403y10
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200y 112U
YYYYMMDD

71 T--
VAL
November 14, 2006
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Attention: Ms. Linda Lewis
Environmental Engineer
SUBJECT: Request for Additional Information
Stormwater Project No. SW8 040346 Mod.
Swansboro WWTP Improvements
Town of Swansboro, North Carolina
PN: E97-472.5
Dear Ms. Lewis:
0
On behalf of the Town of Swansboro, and per your email received earlier today, please
find the following items attached for your continued review:
• Revised Construction Drawing Sheet C9 of 10(with permanent pool dimensions)
• Revised Construction Drawing Sheet CIO of 10(with permanent pool dimensions)
• Revised Sheet 1 of 4 — Wet Detention Basin Supplement for Pond No. 1
• Revised Sheet 1 of 4 — Wet Detention Basin Supplement for Pond No. 2
The Wet Detention Basin Supplements have been revised to reflect the correct pond volumes.
Thank you for bringing this to my attention. I trust this information will help you complete your
review. If you should have any questions, please do not hesitate to call.
Respectfully,
W. Land nn Y�P.E.
WLY
RECEIVED
NOV 1 5 2006
V \W09TL9]9]2 SWnde Icwis IV(I1-14-0G) doc � ,� lT +
GREEN ENGINEERING, PLLC "� 1
WATER, WASTEWATER SORVEVI NO PLANNING, PROJECT MANAGEMENT
303 N GOLDSBORO ST PO BOX 609 WILSON N C 27893 TEL 25] 23] 5365 FAX [phone] WWW GREENENGINEERING COM

RECEIVED
NOY 14 2006
PROJ#1
V12 emai( egoc�Imm
TOWN OF SWANSBORO
WASTEWATER TREATMENT
IMPROVEMENTS
STORMWATER QUALITY PONDS
DESIGN CALCULATIONS
SWANSBORO, NORTH CAROLINA
July 2006
(Revised: August 2006)
GREEN ENGINEERING, P.L.L.C.
303 North Goldsboro Street, Post Office Boa 609
Wilson, North Carolina 27893
[phone]
Green Engineering PN: E97.472.5

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Re: SW8 040346 WWTP Improvements
t.!
Subject: Re: SW8 040346 WWTP Improvements
From: Linda Lewis <[e-mail]>
Date: Tue, 14 Nov 2006 10:27:58 -0500
To: Landon Younce <[e-mail]>
Landon:
I will need revised plan sheets with the pond dimension end points and the corner
radii clearly indicated. In the absence of anything to the contrary, I took those
measurements to be the overall length and width of the pond.
I will also need the revised page 1 of each pond supplement form, with the revised
numbers for the permanent pool volume, temporary pool volume and forebay volume.
You must have misunderstood Cameron. The pond depth is not required to be a
minimum of 4 feet, however, it can never be less than 31, including sediment
accumulation. If you design a pond using a 3' depth, the permittee will be cleaning
out the sediment every time it rains, in order to stay in compliance. We suggest
basing the pond design on either a 3.5' deep or 4' deep pond to allow for 6"-12" of
sediment accumulation. We have always required that each line and arc that forms
the permanent pool contour be dimensioned on the plans.
Linda
Landon Younce wrote:
Linda,
I am sorry the plans did not appear clearer. The surface areas are
correct. The dimensions provided as 115 x 30 ft. do not include the
arcs at each of the four corners of the ponds on pond one (There are
dimensions on the arcs as well). If you take the full length of 125 x
the full width of 40 ft. you achieve the appropriate size of 5,000 sq.
ft. Our draftsman got a little excessive with the details and added a
dimension on each of the curved arcs at each corner to achieve the full
perimeter for each pond.
Likewise, the dimensions on Pond 2 are actually 10811ong x 36' wide,
exactly the 3,888 sq. ft. called for.
It has been so long, I don't remember but I believe it was Mr. Cameron
Weaver that directed us to add dimensions to the ponds when he informed
me that the minimum depth of the pond had to be 4 ft. instead of the
traditionally accepted 3 ft. to allow for additional sediment
accumulation. Those revisions have already been reflected on the plans
you have now.
Also, the cover sheet with my seal is attached. Please let me know if
you need anything.
Landon
GREEN ENGINEERING, P.L.L.C.
1.younceOgreeneng.com
SWANS PN: E97-472.6
-----Original Message -----
From: Linda Lewis [mailto:linda.lewisOncmail.net] Sent: Monday, November 13,
2006 5:40 PM
To: Landon Younce
Subject: SW8 040346 WWTP Improvements
Landon:
1 of 11/14/2006 10:33 AM

Re: SW8 040346 W WTP Improvements
The Permanent Pool dimensions that were added to the plans appear to be about
10' too short, based on the 1"=40' reduced scale. Using the dimensions provided,
the surface area will be deficient. Please correct the dimensions such that they
are accurate and reflect the 5000 sf SA for Pond 1 and the 3888 sf SA for Pond
2.
As requested over the phone earlier this afternoon, please seal the revised pond
calculations.
Please revise page 1 of each of the supplement forms to reflect the changes to
ponds 1 & 2. These changes appear to be restricted to the permanent pool volume,
the temporary pool volume and the forebay volume.
The runoff from the UV light disinfection, tertiary filter & effluent pump
station can be allowed to drain off without treatment only as long as the site
maintains overall low density at 25%. Once the 25% density level is exceeded (by
additional construction, perhaps) the runoff from all of the built -upon area
will need to be picked up and routed to a suitable engineered control.
Thanks,
Linda
2 of 2
11/14/2006 10:33 AM

August 18, 2006
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Attention: Ms. Linda Lewis
Environmental Engineer
SUBJECT: Request for Additional Information
Stormwater Project No. SW8 040346 Mod.
Swansboro WWTP Improvements
Town of Swansboro, North Carolina
PN: E97-472.5
Dear Ms. Lewis:
RECEIVED
AUG 2 12006
DWQ
On behalf of the Town of Swansboro, we offer the following responses to comments
received from your office on August 10, 2006 regarding the above project:
Comment No. 1: Please initial the blanks on page 2 of each supplement form.
Response No. 1: The blanks on page 2 of each of the supplement forms have been
initialed.
Comment No. 2: Please provide a table of areas, elevations and volumes for each
forebay alone to support the forebay volumes reported on the
supplements.
Response No. 2: A table of areas, elevations and volumes is now provided for each
of the,foreboys to support the volumes reported. Volumes differ
due to the revisions in pond geometry requested in Comment No.
10.
AUG 1 12006
V \W097Ni9)4]2 5\1inda Iewrs Ammweta mmmml emd rcep9 Itr(R-18-06) Um
GREEN ENGINEERING, PLLC
WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N GOLDSBORO ST PO BOX 609 WILSON N.C. 27893 TEL [phone] FAX [phone] WWW GREENENGINEERING COM

Ms. Linda Lewis
Page Two (2)
August 18, 2006
Comment No. 3: The calculations appear to base the pond sizing calculations on a
25% impervious site however, the excess BUS is not being
reported on the application. It will make future revisions and
modifications much easier to permit if the desired "contingency"
BUA is included in Section 111.6 of the application as "Other on -
site proposed BUA.
Response No. 3: The "contingency" built upon area has been included as "Other
on -site Future B. U.A. " as requested
Comment No. 4: Please revise the gravel road detail to indicate that all cut and fill
slopes are to be graded to 3:1 or flatter.
Response No. 4: Sheet 1-12 of 12 has been revised to indicate that all cut and fill
slopes are to be graded at 3:1.
Comment No. 5: Please provide dimensions for all of the proposed BUA to include
streets, parking areas, buildings, walks, etc.
Response No. S: Additional sheets of the Construction Drawings have been
included to provide the requested information. The roadway is
stationed and a width of roadway is provided on the plans. There
are no proposed parking areas in this project. Proposed buildings
are drawn to scale and all proposed tanks are of an open -top
design.
Comment No. 6: Please dimension each line and arc of the permanent pool contour
in each pond.
Response No. 6: Lines and arcs of the permanent pool contour for each pond have
been provided.
vAwos -'Mn%w IewiaYmwva mmmmlaM �.k( 11 )d. AUG 2 I IS

Ms. Linda Lewis
Page Three (3)
August 18, 2006
Comment No. 7: Please revise the pond section detail to include a section view of
the forebay.
Response No. 7: Each pond section detail has been revised to include the forebay
with 2:1 side slopes at the.forebay dike location.
Comment No. 8: The area of the tertiary filters, UV light disinfection, and new
effluent pump station is indicated as being within the drainage area
of Pond # 1, but this area is located downstream of the pond and
does not appear to be graded to flow to the pond.
Response No. 8: That is to a certain extent, correct. However, there are sites that
could be included within the drainage area of Pond 91, should
future storm drainage be installed to serve those sites. It is
reasonable to assume that the tertiary filters, UV light disinfection,
and new effluent pump station will never drain to Pond 41 and
those areas have been removed from the Drainage Basin
Delineation for Pond 41. Please find revised delineation attached.
Comment No. 9: Please specify the type of grass vegetation to be planted on the side
slopes of the ponds, noting that Weeping Love Grass is not
recommended for use in North Carolina as either a temporary or
permanent ground cover.
Response No. 9. Typical grass species are designated to be planted on the side
slopes of the ponds. Please reference the revised Pond Seeding
Requirements for each pond on Sheets C9 and Cl0 of 10.
Comment No. 10: Please provide a 3:1 L: W flow path ratio in the ponds. Currently,
Pond #1 has a 2:1 ratio, and Pond #2 has a 1:1 ratio.
V.\W09TF,9]4TL NiMv Iewia lo-(e-I8-06) Aoc
Auu

Ms. Linda Lewis
Page Four (4)
August 18, 2006
Response No. 10: The geometry of both ponds has been revised to provide a 3:1 L: W
ratio. Please reference revised Sheets C9 and C10 of 10 for the
revised pond geometry. Revised Forebay calculations are also
provided, given the change to the pond volumes resulting from this
change.
I trust this information will help you complete your review. If you should have any
questions, please do not hesitate to call.
Respectfully,
W. Landon o�E.
WLY/pbg
cc: Mr. Lary Faison — Manager, Town of Swansboro, N.C.
VAW04I�E974M N1M 1 w19�oommaa ud �epome Me-�dAb)aoc

I0J
August 10, 2006
Larry Faison, Town Manager
Town of Swainsboro
502 Church Street
Swansboro, NC 28584
Subject: Request for Additional Information
Stormwater Project No. SW8 040346 Mod.
Swansboro WWTP Improvements
Onslow County
Dear Mr. Faison:
Michael F. Easley, Governor
William G Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P.E Director
Division of Water Quality
The Wilmington Regional Office received a modified Stormwater Management Permit Application for
the Swansboro WWTP Improvements on August 7, 2006, with a scheduled Express review date of
August 9, 2006. A preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
Please initial the blanks on page 2 of each supplement form.
2. Please provide a table of areas, elevations and volumes for each forebay alone to
support the forebay volumes reported on the supplements.
3. The calculations appear to base the pond sizing calculations on a 25% impervious site
however, the excess BUA is not being reported on the application. It will make future
revisions and modifications much easier to permit if the desired "contingency' BUA is
included in Section 111.6 of the application as "Other on -site" proposed BUA.
4. Please revise the gravel road detail to indicate that all cut and fill slopes are to be graded
to 3:1 or flatter.
5. Please provide dimensions for all of the proposed BUA to include streets, parking areas,
buildings, walks, etc.
6. Please dimension each line and arc of the permanent pool contour in each pond.
7. Please revise the pond section detail to include a section view of the forebay.
8. The area of the tertiary filters, UV light disinfection, and new effluent pump station is
indicated as being within the drainage area of Pond #1, but this area is located
downstream of the pond and does not appear to be graded to flow to the pond.
9. Please specify the type of grass vegetation to be planted on the side slopes of the
ponds, noting that Weeping Love Grass is not recommended for use in North Carolina
as either a temporary or permanent ground cover.
10. Please provide a 3:1 L:W flow path ratio in the ponds. Currently, Pond #1 has a 2:1 ratio,
and Pond #2 has a 1:1 ratio.
m,
N yhCaro(ina
�nturn/!il
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet. www.newaterquality or Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10 % Post Consumer Paper

Mr. Faison
August 10, 2006
Stormwater Application No. SW8 040346 Mod.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to August 24, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request
must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:\WQS\STORMWATER\ADDINFO\2006\040346.aug06
cc: Landon Younce, P.E., Green Engineering
Linda Lewis
Page 2of2

Swansboro W WTP Improvements SW8 040346 Mod.
Subject: Swansboro WWTP Improvements SW8 040346 Mod.
From: Linda Lewis <[e-mail]>
Date: Thu, 10 Aug 2006 10:10:19 -0400
To: Landon Younce <[e-mail]>
Landon:
Attached please find my Express review comments for this project. Some pages from
the original application will be returned via snail mail.
Linda
j 040346.aug06.doc Content -Type: application/msword
i
Content-Encoding: base64
I of 1 8/10/2006 3:47 PM

North Carolina Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
CXP2�5S ILL 9 U�
August 3, 2006
RECEIVED
AUG 0 7 2006
Attention: Mr. Cameron Weaver DWQ
Coordinator �-304 3 q-6 j
I -Stop Permitting/Express Permitting PBOJ #
SUBJECT: Request to Modify Stormwater Permit No. S W8 040346
Wastewater Treatment Plant Improvements
Town of Swansboro, North Carolina
PN: E97-472.5
Dear Mr. Weaver:
On behalf of the Town of Swansboro please accept this request to Modify Stormwater Permit No.
SW8 040346 to a Wet Detention Basin design. You will find enclosed for your review and approval two
(2) copies of each of the following items pertaining to the above referenced project:
• Stormwater Management Permit Application Form (one original and one copy)
• Wet Detention Basin Supplements for Pond No. I and for Pond No. 2 (one original and copy)
• Revised Project Narrative — with description of stormwater treatment
• Construction Drawings — Contract I (Bound) and Contracts 3 & 4(Bound)
• Stormwater Quality Pond Design Calculations
Also, please find attached one check in the amount of $4,000.00 to cover the permit modification fee.
If you should have questions or require additional information, please call.
Respectfully,
��
W. Land Younce, P.E.
W LY
Enclosures: As stated.
cc: Mr. Larry Faison — Manager, Town of Swansboro, North Carolina
GREEN ENGINEERING, PLLC
V\WCI97\H97472 t ELonwvn I108J-06Adpp ER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT WnGO61013 AM
303 N GOLDSBORO ST PO BOX 609 WILSON N C 77893 TEL [phone] FAX [phone] WWW GREENENGINEERING COM
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PROJECT NARRATIVE
WASTEWATER TREATMENT PLANT IMPROVEMENTS
TOWN OF SWANSBORO, NORTH CAROLINA
PN: E97-472.5
MAY 31, 2006
The Town of Swansboro is planning improvements to the existing wastewater treatment
plant just off of Old Hammocks Road (SR 1512). The purpose of this project is to
provide an alternative disposal site for treated effluent from the existing discharge into
Foster's Creek as well as upgrading plant capacity. The scope of this project is the
creation of a new reclaimed water disposal site in conjunction with improvements at the
WWTP to provide reclaimed water transport and disposal.
The project was originally planned and permitted as a reclaimed water land application
site. However, at the request of the Town of Swansboro and Green Engineering a
revision to the project design now includes reclaimed water low rate infiltration as the
disposal option. The modified design is in its final review stage by the Division of Water
Quality, Construction Grants and Loans Section and approval of the modified permit will
be issued soon. The proposed design includes four (4) reclaimed water low rate
infiltration basins (at the original project area) encompassing a total of 15.0 acres for all
four basins, located just north of the intersection of SR 1744 and NC Hwy. 24, and all
associated valves, fittings, etc. to serve the proposed site. None of the four (4) proposed
basins will impact existing wetlands.
A new access road is being extended to serve the proposed basins and one (1) stream and
wetland crossing by that road is the subject of this application. No other impacts to
existing streams or wetlands are proposed. Improvements to the WWTP will include the
addition of a new aeration basin, clarifier, UV Disinfection, sludge holding tank, sludge
pumping station, effluent pumping station, 3.0 acre 5-day holding lagoon, and all
associated piping, valves, fittings, etc. The total project area is approximately 30 acres.
A minimum of 3' depth cover will be maintained throughout all reclaimed water
transmission piping installation.
STORMWATER TREATMENT
Stormwater treatment is divided into two (2) separate sub -basins at the WWTP site. All
flow to the West and South of the existing aeration basin will be transported to a
proposed Stormwater Quality Pond No. 1 that utilizes a typical wet detention basin
design. All flow to the East and North of the existing aeration basin will be transported
to a proposed Stormwater Quality Pond No. 2 that utilizes the same typical design. All
basins are designed to treat the first 1" of run-off by using Schuler's Method of storage
approximation. All ponds are designed to not overtop during the 100-year design storm.
Both ponds outlet to re -development 10-year storm flow conditions in an unnamed
tributary to Foster's Creek just South of the WWTP site. The proposed Reclaimed Water
Low Rate Infiltration Basin disposal site will see a net increase in impervious area of just
over 1%. This increase is due to the construction of gravel access roadways with
shoulders and side drainage to provide maintenance access to the proposed disposal
ponds. No stormwater treatment is offered on the reclaimed water disposal site.
VAW09T 974n Sl4tu .w Nv(2")d O 310610 ISAM

RECEIVED
AUG 0 7 2006
DWQ
raoa �� � u4 D3 N i�toQ
GREEN ENGINEERING

TOWN OF SWANSBORO
WASTEWATER TREATMENT
IMPROVEMENTS
STORMWATER QUALITY PONDS
DESIGN CALCULATIONS
SWANSBORO, NORTH CAROLINA
July 2006
GREEN ENGINEERING, P.L.L.C.
303 North Goldsboro Street, Post Office Box 609
Wilson, North Carolina 1.7893
[phone]
Green Engineering PN: E97-472.5

STORMWATER QUALITY POND No. 1
SECTION 1: Design Data
Inflow Hydrograph Calculations (10, 25, 100 Year Design Storms)
Outlet Structure Data
eStage/Storage Data
SECTION 2: Stormwater Quality Pond Routing (10, 25, 100 Year Design Storms)
Inflow/Outflow Hydrographs (10, 25, 100 Year Design Storms)
STORMWATER QUALITY POND No.2
SECTION 1: Design Data
Inflow Hydrograph Calculations (10, 25, 100 Year Design Storms)
Outlet Structure Data
Stage/Storage Data
SECTION 2: Stormwater Quality Pond Routing (10, 25, 100 Year Design Storms)
Inflow/Outflow Hydrographs (10, 25,100 Year Design Storms)

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13
Table 8.03b
Runoff Curve Numbers (CN)
Hydrologic Soil Group
A
B
C
D
Land Use/Cover
Cultivated land
without conservation
72
81
88
91
with conservation
62
71
78
81
Pasture land
poor condition
68
79
86
89
good condition
39
61
74
80
Meadow
good condition
30
58
71
78
Wood or forest land
Thin stand - poor cover, no mulch
45
66
77
83
Good stand - good cover
25
55
70
77
Open spaces, lawns, parks, golf courses, cemeteries,
etc.
good condition:
grass cover on 75%
or more of the area
39
� 6
74
80
fatroondillcn:
grass cover on 50
to 75%of the area
49
69
79
84
Commercial and business
areas (85% Impervious)
89
92
94
95
Industrial districts
(72%impervious)
81
88
91.
93
Residential:' Development completed and vegetation established
Average lot size Average % Impervious
1/8 acre or less 65
77
85
9
92
1/4 acre 38
61
75
87
1!3 acre 30
57
72
81
86
1/2 acre 25
54
70
80
85
1 acre 20
51
68
79
84
2 acre 15'
47
66
77
81
Paved parking lots, roofs,
driveways, etc.
98
98
98
98
Streets and roads
paved with curbs and
storm sewers
98
98
98
98
gravel
76
85
89
91
dirt
72
82
87
89
Newly graded area ,
81
89
93
95
Residential: Development underway and no vegetation
Lot sizes of 1/4 acre
88
93
95
97
Lot sizes of 12 acre
85
91
94
96
Lot sizes of 1 acre
82
90
93
95
Lot sizes of 2 acres
81
89
92
94
'Curve numbers are computed assuming the runoff from the house and driveway is directed toward the street.
source: USDA-SCS
8.03.10
7

Appendices U 1
Table 8.03c
Runoff Depth
b. Determine runoff depth (in inches) from the curve number and rainfall
depth using Table 8.03c.
Rainfall
Curve Number (CN)t
(Inches)
i010.05
65
70
75
80
85
90
95
1.0
0.00
0.00
0.03
0.08
0.17
0.32
0.56
1.2
0.00
0,03
0.07
0.15
0.28
0.46
0.74
1.4
0.02
0.06
0.13
0.24
0.39
0.61
0.92
1.6
.
0.11
0.20
0.34
0.52
0.76
1.11
1.8
0.03
0.09
0.17
0.29
0.44
0.65
0.93
1.30
2.0
0.06
0.14
0.24
0.38
0.56
0.80
1.09
1.48
2.5
0.17
0.30
0.46
0.65
0.89
1.18
1.53
1.97
3.0
0.33
0.51
0.72
0.96
1.25
1.59
1.98
2.44
4.0
0.76
1.03
1.33
1.67
2.04
2.46
2.92
3.42
5.0
1.30
1.65
2.04
2.45
2.89
3.37
3.88
4.41
6.0
1.92
2.35
2.80
3.28
3.78
4.31
4.85
5.40
7.0
2.60
3.10
3.62
4.15
4.69
5.26
5.82
6.40
8.0
3.33
3.90
4.47
5.04
5.62
6.22
6.81
7.39
9.0
4.10
4.72
5.34
5.95
6.57
7.19
7.79
8.39
10.0
4.90
5.57
6.23
6.88
7.52
8.16
8.78
9.39
11.0
5.72
6.44
7.13
7.82
8.48
9.14
9.77
10.39
12.0
6.56
7.32
8.05
8.76
9.45
10.12
10.76
11.39
1 To obtain runoff depths for CN's
and other rainfall amounts not
shown
In this table, use an arithmetic Interpolation.
The volume of runoff from the site can be calculated by multiplying the
area of the site by the runoff depth.
Step 4. Determine the peak rate of runoff for the design storm by adjusting for
watershed shape as follows:
a. Determine an "equivalent drainage area" from the hydraulic length of the
watershed using Figure 8.03n. Hydraulic length is the length of the flow
path from the most remote point in the watershed to the point of discharge.
b. Determine the discharge (cfs/mch of runoff) for the equivalent drainage
area from Figure 8.03o through 8.03q:
Figure 8.036 - for average watershed slopes 0-3 %
Figure 8.03p - for average watershed slopes 3-7%
Figure 8.03q - for average watershed slopes 8-50%
Calculate the peak discharge, 01, of the equivalent watershed by multi-
plying equivalent watershed area by runoff from Table 8.03c in Step 3b.
8.03.17

u
85% TSS REMOVAL
30 FOOT VEGETATED FILTER REQUIRED
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
S.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10%
9
.8
.7
.6
.5
0
0
0
0
0
20%
1.7
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
30%
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
.9
40%
3.4
3.0
2.6
2.4
2.1
1.9
1.6
1.4
1.1
1.0
50%
4.2
3.7
3.3
3.0
2.7
2.4
2.1
1.8
1.5
1.3
60%
5.0
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
70%
6.0
5.2
4.5
4.1
3.7
*3.3
2.9
2.5
2.1
1.8
80%
6.8
6.0
5.2
4.7
4.2
3.7
3.2
2.7
2.2
2.0
90%
7.5
6.5
5.8
5.3
4.8
4.3
3.8
3.3
2.8
1.3
100%
8.2
7.4
6.8
6.2
5.6
5.0
4.4
3.8
3.2
2.6
*Revised 10/31/97
90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10%
1.3
1.0
.8
.7
.6
.5
.4
.3
.2
.1
20%
2.4
2.0R27
1.7
1.5
1.4
1.2
1.0
.9
.6
30%
3.5
3.02.5
2.2
1.9
1.6
1.3
1.1
.8
40%
4.5
4.0
3.5
3.1
2.8
2.5
2.1
1.8
1.4
1.1
50%
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1.5
60%
7.0
6.0
5.3
4.8
4.3
3.9
3.4
2.9
2.4
1.9
70%
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
2.3
80%
9.4
8.0
7.0
6.4
5.7
5.2
4.6
4.0
3.4
2.8
90%
10.7
9.0
7.9
7.2
6.5
5.9
5.2
4.6
3.9
3.3
100%
12.0
10.0
8.8
8.1
7.3
6.6
5.8
5.1
4.3
3.6
Note: The required surface area calculated from the tables is to be provided at the permanent pool elevation.

Onslow County, North Carolina
TABLE 16.--SOIL AND WATER FEATURES
("Flooding" and "water table" and terms such as "rare," "brief," "very brief", and "apparent" are explained
in the text. The symbol < means less than; > means more than. Absence of an entry indicates that the
feature is not a concern or that data were not estimated)
I I Flooding
Soil name and IHydrologicl I I
map symbol I group I Frequency I Duration I
I I I I
Months
I High water table I Risk of corrosion
I I I I 1
I Depth I Kind IMonths (Uncoated IConcreta
I I I I steel I
I
I I I
I Ft I I I I
I
AnB--------------- I
A
I I I
INone-------- I ___ 1
___
I I I I I
1 >6.0 1 ___ I __- ILow------ IHigh.
Alpin I
I I I
I I I I I
I
AuB--------------- I
A
I I I
(None -------- I --- I
---
I I I I I
14.0-6.OIApparentlJan-AprlLow ------ IHigh.
Autryville I
I
I I I
I I I I I
BaB--------------- I
A
I I I
(None -------- I --- I
---
I I I I I
14.0-5.OIApparentlDec-AprlLow ------ (Moderate
Baymeade
I I I
I I I I
.BmB+: I
I I I
I I I
I I I
I I I
Baymeade --------- I
I
AO
(None -------- I --- I
---
14.0-5.OIApparent]Dec-AprlLow ----- -(Moderate
Urban land. 1
I
I I I
I I I I
I I I I I
I
Bo ---------------- I
D
1 I I
IFrequent ---- IVery briefl
Jan -Dec
I I I I I
1 +3-0 ApparentlJan-DeclHigh ----- IHigh.
Bohlcket I
I I I
I I I I I
I
Ca ---------------- I
D
I I I
(Frequent ---- IVery briefl
Jan -Dec
I I I I I
I +3-1.OIApparentlJan-DeclHigh ----- IHigh.
Carteret I
I I I
I I I I I
I
Co ---------------- I
D
I I I
IRare--------I --- I
---
I I I I I
11.5-3.OIApparentlNov-MaylLow ------ ILow.
Corolla I
I I I
I I I I I
I
CrB, CrC---------- I
C
I I I
INone--------I --- I
---
I I I I I
12.0-3.OIApparentlDec-AprlHigh ----- IHigh.
Craven I
I I 'I
I I I I I
I
Ct----------------I
D
I I I
(Rare -------- I --- I
---
I I I I I
I 0-1.OIApparentlDec-MaylHigh ----- IHigh.
Croatan I
I I I
I I I I I
I
Da ---------------- I
D
I I I
IFrequent ----IVery long I
Jan -Dec
I I I I I
I +1-0.51ApparentlJan-DeclHigh ----- IHigh.
Dorovan I
I I I
I I I I I
I
Dc----------------I
A/D
I I I
IFrequent ---- (Brief ----- I
Jan -Dec
I I I I I
I1.0-2.OlApparentl Jan-DeelLow------ILow.
Duckston I
I I I
I I I I I
I
FOA---------------I
C
I I I
INone--------I --- I
---
I I I I I
12.5-3.51ApparentlDee-AprlModerate IHigh.
Foreston I
I I I
I I I I I
I
GOA---------------I
B
I I I
INone--------I --- I
---
I I I I I
12.0-3.OIApparent]Dec-AprlModerate IHigh.
Goldsboro I
I
I I I
cpB+: I
I I I
I I I I I
Goldsboro -------- I
B
INone--------I --- I
---
12.0-3.OIApparentlDec-AprlModerate IHigh.
Urban land. I
I I I
I I I I I
I
Gt----------------I
D
I I I
INone--------I --- I
---
I I I I I
10.5-1.01ApparentlDec-MaylHigh ----- ILow.
Grifton I
I I I
I I I I I
I
KUB---------------I
A
I I 1
INone----____I --- I
---
1 1 1 1 1
1 >6.0 1 --- I --- ILow ------ILow.
Kureb I
I I I
I I I I I
I
La ---------------- I
D
I I I
IFrequent ---- (Brief to I
Jan -Dec
I I I I I
I +1-0.5IApparentlJan-DeclHigh ----- (Moderate.
Lafitte I
I I very I
I t I I I
I
I
I I long. i
i I I
I I I I I
I i I I I
See footnote at
end of
table.
135

136
TABLE 16.--SOIL AND WATER FEATURES --Continued
Soil Survey
I I Flooding High water table I Risk of corrosion
Soil name and IHydrologicl I I I I I I
map symbol I group I Frequency 1 Duration Months I Depth I Kind IMonths (Uncoated (Concrete
I I I I I I I steel I
I I I I
I I
Le ________________I D INone-------- I ___ 1
Lenoir I I I I
I I I
Ln---------------- I B/D (None -------- I ---
Leon I I I
I I I I
Ly---------------- I C INone-------- I ___ I
Lynchburg I I
I I
MaC---------------- I BO INone--------I --- I
Marvyn I I I I
1 1 1 1
Md----------------I D (Frequent ---- (Long ------ I
Masontown I I I I
I I I I
Mk ---------------- I D (Frequent ---- IBtief ----- I
Muckalee I I I I
I I I I
Mu ---------------- I A/D INone-------- I -__ I
Murville I I I I
I I I I
NeE, NfC---------- I A (Rare -------- I --- I
Newhan I I I I
I I I I
NnE*: I I I I
Newhan----------- I A (Rare -------- I --- I
I I I I
Corolla ---------- I D (Rare -------- I --- I
I I I I
Urban land. I I I
I 1 1
No A, NOB ---------- I B INone--------I ---
Norfolk I I I
I I I
On________________ I B INone-------- I ___
Onslow I I I
I I I
Pa ----------------
I A INone-------- I ___
Pactolus I I I
I I I
Pn ---------------- I B/D (None -------- I ---
Pantego I I I
I I I
Pt*. I I I
Pits I I I
1 d 1
Ra---------------- I B/D Mons -------- I __-
Rains I I I
I I I
St ----------------
I C INone-------- I ---
Stallings I I I
I I I
To ---------------- I C (None -------- I ---
Torhunta I I I
I I I
Ud*. I I I
Udorthents I I I
I I I
See footnote at end of table.
I Ft I
I I I I I
--- 11.0-2.51ApparentlDec-MaylHigh ----- (High.
I I I I I
I I I I I
--- I 0-1.OIApparentlJun-FeblHigh ----- ]High.
I I I I I
I I I I I
--- 10.5-1.51ApparentlNov-AprlHigh ----- (High.
I I I I I
I I I I I
--- 1 >6.0 1 --- I --- (Moderate IHigh.
I I I I I
I I I I I
Nov -Apr I+1-0.5]ApparentlNov-AprlModerate (Moderate.
I I I I I
I I I I I
Nov -Apr 10.5-1.51ApparentlDec-MarlHigh ----- IModerate.
I I I I I
I I I I I
--- I +1-1.OIApparentlNov-MaylHigh ----- IModerate.
I I I I I
I I I I I
--- 1 >6.0 I --- I --- IHigh -----ILow.
I I I I I
I I I I I
I I
--- I >6.0 I --- I --- IHigh -----ILow.
I I I I I
--- 11.5-3.OIApparentlNov-MaylLow ------ ILow.
I I I I I
I I I I I
I I I I I
--- 14.0-6.OIApparentl.Ian-MarlModerate IHigh.
I I I I I
I I I I I
--- 11.5-3.OIApparentlDec-AprlHigh ----- IHigh.
I I I I I
I I I I 1
--- 11.5-3.OIApparentlDec-AprlLow ------ IHigh.
I I I I I
--I I I I
I 0-1.51ApparentlDec-MaylHigh ----- IHigh.
I I I I I
I I I I I
1 I I I I
I I I I I
I 0-1.OIApparentlNov-AprlHigh ----- IHigh.
I I I I I
--- I1.0-2.SIApparent lDec-AprlHigh-----IHigh.
I I I I I
--- I I
10.5-1.5IAppa rent lDec-MaylHigh-----IHigh.
I I I I I
I I I I I
I I I I I
I i I I I
I I I I I

STORMWATER QUALITY POND
No.1

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Town of Swansboro - Wastewater Treatment Improvements
Swansboro, North Carolina
PN: E97-472.5 5/17/2006
Stormwater Quality Pond Design - Wastewater Treatment Plant Pond No. 1
Inflow Hydrograph: 10-Year 6-Hour Design Storm
Given: Tp (min) = 8.0
Qp (cfs) = 11.2
Result: Time (min) Inflow (cfs) Time (min) Inflow (cfs)
0.0
0.0
29.6
0.4
0.8
0.3
30.4
0.3
1.6
1.1
31.2
0.3
2.4
2.3
32.0
0.3
3.2
3.9
32.8
0.2
4.0
5.6
33.6
0.2
4.8
7.3
34.4
0.2
5.6
8.9
35.2
0.2
6.4
10.1
36.0
0.1
7.2
10.9
36.8
0.1
8.0
11.2
37.6
0.1
8.8
10.9
38.4
0.1
9.6
10.1
39.2
0.1
10.4
9.0
40.0
0.1
11.2
7.9
40.8
0.1
12.0
6.9
41.6
0.1
12.8
6.1
42.4
0.0
13.6
5.3
43.2
0.0
14.4
4.7
44.0
0.0
15.2
4.1
44.8
0.0
16.0
3.6
45.6
0.0
16.8
3.2
46.4
0.0
17.6
2.8
47.2
0.0
18.4
2.4
48.0
0.0
19.2
2.1
48.8
0.0
20.0
1.9
49.6
0.0
20.8
1.7
50.4
0.0
21.6
1.5
51.2
0.0
22.4
1.3
52.0
0.0
23.2
1.1
52.8
0.0
24.0
1.0
53.6
0.0
24.8
0.9
54.4
0.0
25.6
0.8
55.2
0.0
26.4
0.7
56.0
0.0
27.2
0.6
56.8
0.0
28.0
0.5
57.6
0.0
28.8
0.5
58.4
0.0
R LL d.Y P .j..e w.\E97472 S�WQP N. NnRaw-hyd Ad

12.0
10.0
M
2.0
Inflow Hydrograph
10-Year 6-Hour Design Storm
Y�'� Af R�'ry"�n � d .� ��ie� .L � r "��Y � � J#�������� � �-�� a �i,� ^�'x � �s
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IN
" llp"i
IM 0.0 -.-. . . . . � .........
0.0
8.0 16.0 24.0 32.0 40.0 48.0 56.0
Time (min)
RLL danYWojmskSue 9� 97472RSWQPN'O 1WB -hydds

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Town of Swansboro - Wastewater Treatment Improvements
Swansboro, North Carolina
PN: E97-472.5 5/17/2006
Stormwater Quality Pond Design - Wastewater Treatment Plant Pond No. I
Inflow Hydrograph: 25-Year 6-Hour Design Storm
Given: Tp (min) = 12.0
Qp (cfs) = 12.7
Result: Time (min) Inflow (cfs) Time (min) Inflow (cfs)
0.0
0.0
44.4
0.4
1_2
0.3
45.6
0.4
2.4
1.2
46.8
0.3
3.6
2.6
48.0
0.3
4.8
4.4
49.2
0.3
6.0
6.4
50.4
0.2
7.2
8.3
51.6
0.2
8.4
10.1
52.8
0.2
9.6
11.5
54.0
0.2
10.8
12.4
55.2
0.1
12.0
12.7
56.4
0.1
13.2
12.4
57.6
0.1
14.4
11.5
58.8
0.1
15.6
10.2
60.0
0.1
16.8
8.9
61.2
0.1
18.0
7.8
62.4
0.1
19.2
6.9
63.6
0.1
20.4
6.0
64.8
0.0
21.6
5.3
66.0
0.0
22.8
4.7
67.2
0.0
24.0
4.1
68.4
0.0
25.2
3.6
69.6
0.0
26.4
3.2
70.8
0.0
27.6
2.8
72.0
0.0
28.8
2.4
73.2
0.0
30.0
2.1
74.4
0.0
31.2
1.9
75.6
0.0
32.4
1.6
76.8
0.0
33.6
1.4
78.0
0.0
34.8
1.3
79.2
0.0
36.0
1.1
80.4
0.0
37.2
1.0
81.6
0.0
38.4
0.9
82.8
0.0
39.6
0.8
84.0
0.0
40.8
0.7
85.2
0.0
42.0
0.6
86.4
0.0
43.2
0.5
87.6
0.0
RAL odonV Nub s\Sw AE97472 5\SWQP No IWdl hyd As

14.0
12.0
10.0
8.0
3
C
6.0
4.0
2.0
0.0
Inflow Hydrograph
25-Year 6-Hour Design Storm
f
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0.0 12.0 24.0 36.0 48.0 60.0 72.0 84.0
Time (min)
N\tmidonY Pro�ab\Swarts\E9]dT1 SSWQP No 1\.fbw-hyd xh
M M M M M M M M M M ® M i_

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Town of Swansboro - Wastewater Treatment Improvements
Swansboro, North Carolina
PN: E97-472.5 5/17/2006
Stormwater Quality Pond Design - Wastewater Treatment Plant Pond No. 1
Inflow Hydrograph: 100-Year 6-Hour Design Storm
Given: Tp (min) = 19.0
Qp (cfs) = 15.2
Result: Time (min) Inflow (cfs) Time (min) Inflow (cfs)
0.0
0.0
70.3
0.5
1.9
0.4
72.2
0.5
3.8
1.5
74.1
0.4
5.7
3.1
76.0
0.4
7.6
5.3
77.9
0.3
9.5
7.6
79.8
0.3
11.4
9.9
81.7
0.2
13.3
12.1
83.6
0.2
15.2
13.7
85.5
0.2
17.1
14.8
87.4
0.2
19.0
15.2
89.3
0.1
20.9
14.8
91.2
0.1
22.8
13.7
93.1
0.1
24.7
12.2
95.0
0.1
26.6
10.7
96.9
0.1
28.5
9.4
98.8
0.1
30.4
8.2
100.7
0.1
32.3
7.2
102.6
0.1
34.2
6.4
104.5
0.1
36.1
5.6
106.4
0.0
38.0
4.9
108.3
0.0
39.9
4.3
110.2
0.0
41.8
3.8
112.1
0.0
43.7
3.3
114.0
0.0
45.6
2.9
115.9
0.0
47.5
2.6
117.8
0.0
49.4
2.2
119.7
0.0
51.3
2.0
121.6
0.0
53.2
1.7
123.5
0.0
55.1
1.5
125.4
0.0
57.0
1.3
127.3
0.0
58.9
1.2
129.2
0.0
60.8
1.0
131.1
0.0
62.7
0.9
133.0
0.0
64.6
0.8
134.9
0.0
66.5
0.7
136.8
0.0
68.4
0.6
138.7
0.0
R \ andonY Pmjms�Sw=TR97472.5TSWQP No IVnflow-hyd xls

16.0
14.0
12.0
4.0
2.0
Inflow Hydrograph
100-Year 6-Hour Design Storm
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SECTION 2

Job File: R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.PPW
Rain Dir: R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\
JOB TITLE
Project Date: 7/25/2006
Project Engineer: W Landon Younce, P.E.
Project Title: Town of Swansboro Wastewater Treatment Improvements
Project Comments:
TOWN OF SWANSBORO
STORMWATER QUALITY POND NO. 1 DESIGN
NO. 1 OF TWO (2) EA STORMWATER DETENTION PONDS TO SERVE SITE
IMPROVEMENTS
TO THE TOWN OF SWANSBORO WASTEWATER TREATMENT PLANT SITE.
PN: E97-472.5
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Job File: R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.PPW
Rain Dir: R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\
++++++++++++++++++++++ MASTER SUMMARY ++x+x+++++++++++++++++
Watershed....... Master Network Summary ............. 1.01
++++x++++++++++++++++++ TIME VS.ELEV **+++++++xx++++++++++++
POND OUT 10
Time-Elev .......................... 2.01
POND OUT 25
Time-Elev .......................... 2.07
POND OUT 100
Time-Elev .......................... 2.13
++++++++++++++++++x+++++ TIME VS.VOL ++++++++xxx++++++++++++
POND
OUT
10
Time vs.
Volume ....................
3.01
POND
OUT
25
Time vs.
Volume ....................
3.07
POND
OUT
100
Time vs.
Volume ....................
3.13
++++++++++++xxxxxxxxxxx POND VOLUMES x+++++++xxxxxxxx+++++++
POND............ Vol: Elev-Area ..................... 4.01
******************** OUTLET STRUCTURES *****++++++++x+++++++
OUTLET 1........ Outlet Input Data .................. 5.01
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Table of Contents
i
Individual Outlet Curves ........... 5.04
Composite Rating Curve ............. 5.10
+++++++++++++++++++++++ POND ROUTING **+++++++++++++++++++++
POND............
Pond E-V-Q Table ...................
6.01
POND
IN
10
Node: Pond Inflow Summary ..........
6.02
POND
IN
25
Node: Pond Inflow Summary ..........
6.04
POND
IN
100
Node: Pond Inflow Summary ..........
6.06
POND
OUT
10
Pond Routing Summary ...............
6.08
Detention Time .....................
6.09
Pond Routed HYG (total out) ........
6.10
POND
OUT
25
Pond Routing Summary ...............
6.16
Detention Time .....................
6.17
Pond Routed HYG (total out) ........
6.18
POND
OUT
100
Pond Routing Summary ...............
6.24
Detention Time .....................
6.25
Pond Routed HYG (total out) ........
6.26
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Table of Contents
ii
Table of Contents (continued)
MASTER DESIGN STORM SUMMARY
Hydrograph Queue Only Network
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
Hydrograph File Import Option Used For 1 node(s)
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Return
HYG Vol
Qpeak
Node ID
Type
Event
cu.ft
Trun
min
*OUTFALL
JCT
10
7134
25.00
*OUTFALL
JCT
25
12377
25.00
*OUTFALL
JCT
100
23741
40.00
POND
IN
POND
10
7462
R
10.00
POND
IN
POND
25
12705
10.00
POND
IN
POND
100
24070
20.00
POND
OUT
POND
10
7134
25.00
POND
OUT
POND
25
12377
25.00
POND
OUT
POND
100
23741
40.00
SWANSBORO
HYG
10
7490
R
8.00
SWANSBORO
HYG
25
12733
R
12.00
SWANSBORO
HYG
100
24117
R
19.00
Max
Qpeak
Max WSEL
Pond Storage
cfs
--
ft
cu.ft
1.29
----
--------
3.94
4.27
9.55
11.80
14.99
1.29
16.16
15790
3.94
16.51
17980
4.27
17.39
24073
11.20
12.70
15.20
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pond Pack (10.00.022.00) 2:45 PM 7/25/2006

Type....
Name....
File....
Master Network Summary
Page 1.01
Watershed
R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
TIME vs. ELEVATION (ft)
Time I
Output
Time
increment
= 5.00
min
min
_________1
I
Time
on
left represents
time
for
first value
in
each
row.
.00
1
15.00
_____________________
15.22
15.70
16.05
________________
16.16
25.00
1
16.16
16.13
16.10
16.07
16.05
50.00
1
16.03
16.02
16.01
16.01
16.00
75.00
1
16.00
16.00
16.00
16.00
16.00
100.00
1
16.00
15.99
15.99
15.99
15.99
125.00
1
15.99
15.99
15.99
15.99
15.98
150.00
1
15.98
15.98
15.98
15.98
15.98
175.00
1
15.98
15.98
15.97
15.97
15.97
200.00
1
15.97
15.97
15.97
15.97
15.97
225.00
1
15.96
15.96
15.96
15.96
15.96
250.00
1
15.96
15.96
15.96
15.95
15.95
275.00
1
15.95
15.95
15.95
15.95
15.95
300.00
1
15.95
15.94
15.94
15.94
15.94
325.00
1
15.94
15.94
15.94
15.94
15.93
350.00
1
15.93
15.93
15.93
15.93
15.93
375.00
1
15.93
15.93
15.92
15.92
15.92
400.00
1
15.92
15.92
15.92
15.92
15.92
425.00
1
15.91
15.91
15.91
15.91
15.91
450.00
1
15.91
15.91
15.91
15.90
15.90
475.00
1
15.90
15.90
15.90
15.90
15.90
500.00
1
15.89
15.89
15.89
15.89
15.89
525.00
1
15.89
15.89
15.89
15.88
15.88
550.00
1
15.88
15.86
15.88
15.88
15.88
575.00
1
15.88
15.87
15.87
15.87
15.87
600.00
1
15.87
15.87
15.87
15.87
15.86
625.00
1
15.86
15.86
15.86
15.86
15.86
650.00
1
15.86
15.86
15.85
15.85
15.85
675.00
1
15.85
15.85
15.85
15.85
15.85
700.00
1
15.84
15.84
15.84
15.84
15.84
725.00
1
15.84
13.84
15.84
15.83
15.83
750.00
1
15.83
15.83
15.83
15.83
15.83
775.00
1
15.83
15.82
15.82
15.82
15.82
800.00
1
15.82
15.82
15.82
15.82
15.81
825.00
1
15.81
15.81
15.81
15.81
15.81
850.00
1
15.81
15.81
15.80
15.80
15.80
875.00
1
15.80
15.80
15.80
15.80
15.80
900.00
1
15.79
15.79
15.79
15.79
15.79
925.00
1
15.79
15.79
15.79
15.78
15.78
950.00
1
15.78
15.78
15.78
15.78
15.78
975.00
1
15.78
15.77
15.77
15.77
15.77
1000.00
1
15.77
15.77
15.77
15.77
15.76
1025.00
1
15.76
15.76
15.76
15.76
13.76
1050.00
1
15.76
15.76
15.75
15.75
15.75
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack 110,00,022,101 2:45 PM 7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 10 Tag: 10
TIME vs. ELEVATION (ft)
Page 2.01
Event: 10 yr
1\Pondpack\SWANSWWI.ppw
Time I
Output
Time
increment
= 5.00 min
min
__------
I
Time
on left
represents
time
for
first value
in
each row.
1075.00
I -----------------------------------------------------
1
15.75
15.75
15.75
15.75
15.75
1100.00
1
15.74
15.74
15.74
15.74
15.74
1125.00
15.74
15.74
15.74
15.73
15.73
1150.00
15.73
15.73
15.73
15.73
15.73
1175.00
15.73
15.72
15.72
15.72
15.72
1200.00
1
15.72
15.72
15.72
15.72
15.71
1225.00
1
15.71
15.71
15.71
15.71
15.71
1250.00
1
15.71
15.71
15.70
15.70
15.70
1275.00
1
15.70
15.70
15.70
15.70
15.70
1300.00
1
15.69
15.69
15.
69
15.69
15.69
1325.00
1
15.69
15.69
15.69
15.68
15.68
1350.00
1
15.68
15.68
15.68
15.68
15.68
1375.00
1
15.68
15.67
15.67
15.67
15.67
1400.00
1
15.67
15.67
15.67
15.67
15.66
1425.00
1
15.66
15.66
15.66
15.66
15.66
1450.00
1
15.66
15.66
15.65
15.65
15.65
1475.00
1
15.65
15.65
15.65
15.65
15.65
1500.00
1
15.64
15.64
15.64
15.64
15.64
1525.00
I
15.64
15.64
15.64
15.63
15.63
1550.00
I
15.63
15.63
15.63
15.63
15.63
1575.00
15.62
15.62
15.62
15.62
15.62
1600.00
15.62
15.62
15.62
15.61
15.61
1625.00
15.61
15.61
15.61
15.61
15.61
1650.00
15.61
15.60
15.60
15.60
15.60
1675.00
15.60
15.60
15.60
15.60
15.59
1700.00
1
15.59
15.59
15.59
15.59
15.59
1725.00
1
15.59
15.59
15.58
15.58
15.58
1750.00
1
15.58
15.58
15.58
15.58
15.58
1775.00
1
15.57
15.57
15.57
15.57
15.57
1800.00
1
15.57
15.57
15.57
15.56
15.56
1825.00
1
15.56
15.56
15.56
15.56
15.56
1850.00
1
15.56
15.55
15.55
15.55
15.55
1875.00
1
15.55
15.55
15.55
15.55
15.54
1900.00
15.54
15.54
15.54
15.54
15.54
1925.00
15.54
15.54
15.53
15.53
15.53
1950.00
15.53
15.53
15.53
15.53
15.53
1975.00
15.52
15.52
15.52
15.52
15.52
2000.00
1
15.52
15.52
15.52
15.51
15.51
2025.00
1
15.51
15.51
15.51
15.51
15.51
2050.00
1
15.51
15.50
15.50
15.50
15.50
2075.00
1
15.50
15.50
15.50
15.50
15.49
2100.00
1
15.49
15.49
15.49
15.49
15.49
2125.00
1
15.49
15.48
15.48
15.48
15.48
2150.00
1
15.48
15.48
15.48
15.48
15.47
S/N: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time-Elev Page 2.02
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 10 Tag: 10
TIME vs. ELEVATION (ft)
Time I
Output
Time
increment = 5.00
min
min
I
_I________________
Time
on left
represents
time
for first
value in
each row.
2175.00
1
15.47
15.47
15.47
___-----_
15.47
15.47
2200.00
1
15.47
15.47
15.46
15.46
15.46
2225.00
1
15.46
15.46
15.46
15.46
15.45
2250.00
1
15.45
15.45
15.45
15.45
15.45
2275.00
1
15.45
15.45
15.45
15.44
15.44
2300.00
1
15.44
15.44
15.44
15.44
15.44
2325.00
I
15.44
15.43
15.43
15.43
15.43
2350.00
1
15.43
15.43
15.43
15.43
15.42
2375.00
1
15.42
15.42
15.42
15.42
15.42
2400.00
1
15.42
15.42
15.42
15.41
15.41
2425.00
1
15.41
15.41
15.41
15.41
15.41
2450.00
1
15.41
15.41
15.40
15.40
15.40
2475.00
1
15.40
15.40
15.40
15.40
15.40
2500.00
1
15.40
15.39
15.39
15.39
15.39
2525.00
1
15.39
15.39
15.39
15.39
15.39
2550.00
1
15.39
15.38
15.38
15.38
15.38
2575.00
1
15.38
15.38
15.38
15.38
15.36
2600.00
1
15.37
15.37
15.37
15.37
15.37
2625.00
1
15.37
15.37
15.37
15.37
15.37
2650.00
1
15.36
15.36
15.36
15.36
15.36
2675.00
1
15.36
15.36
15.36
15.36
15.36
2700.00
1
15.35
15.35
15.35
15.35
15.35
2725.00
1
15.35
15.35
15.35
15.35
15.35
2750.00
1
15.35
15.34
15.34
15.34
15.34
2775.00
1
15.34
15.34
15.34
15.34
15.34
2800.00
1
15.34
15.33
15.33
15.33
15.33
2825.00
1
15.33
15.33
15.33
15.33
15.33
2850.00
1
15.33
15.33
15.32
15.32
15.32
2875.00
1
15.32
15.32
15.32
15.32
15.32
2900.00
1
15.32
15.32
15.32
15.32
15.31
2925.00
1
15.31
15.31
15.31
15.31
15.31
2950.00
1
15.31
15.31
15.31
15.31
15.31
2975.00
1
15.31
15.30
15.30
15.30
15.30
3000.00
15.30
15.30
15.30
15.30
15.30
3025.00
1
15.30
15.30
15.30
15.29
15.29
3050.00
1
15.29
15.29
15.29
15.29
15.29
3075.00
1
15.29
15.29
15.29
15.29
15.29
3100.00
1
15.28
15.28
15.28
15.28
15.28
3125.00
1
15.28
15.28
15.28
15.28
15.28
3150.00
1
15.28
15.28
15.28
15.27
15.27
3175.00
1
15.27
15.27
15.27
15.27
15.27
3200.00
1
15.27
15.27
15.27
15.27
15.27
3225.00
1
15.27
15.27
15.26
15.26
15.26
3250.00
1
15.26
15.26
15.26
15.26
15.26
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 10 Tag: 10
TIME vs. ELEVATION (ft)
Page 2.03
Event: 10 yr
1\Pondpack\SWANSWW1.ppw
Time I
Output
Time
increment
= 5.00 min
min I
Time on left
represents
time
for
first value
in
each
row.
--------
3275.00
I__
1
15.26
---------------------------------
15.26
15.26
15.26
15.26
3300.00
1
15.26
15.25
15.25
15.25
15.25
3325.00
1
15.25
15.25
15.25
15.25
15.25
3350.00
1
15.25
15.25
15.25
15.25
15.25
3375.00
1
15.25
15.24
15.24
15.24
15.24
3400.00
1
15.24
15.24
15.24
15.24
15.24
3425.00
1
15.24
15.24
15.24
15.24
15.24
3450.00
1
15.24
15.23
15.23
15.23
15.23
3475.00
I
15.23
15.23
15.23
15.23
15.23
3500.00
1
15.23
15.23
15.23
15.23
15.23
3525.00
1
15.23
15.23
15.22
15.22
15.22
3550.00
1
15.22
15.22
15.22
15.22
15.22
3575.00
1
15.22
15.22
15.22
15.22
15.22
3600.00
1
15.22
15.22
15.22
15.21
15.21
3625.00
1
15.21
15.21
15.21
15.21
15.21
3650.00
1
15.21
15.21
15.21
15.21
15.21
3675.00
15.21
15.21
15.21
15.21
15.21
3700.00
15.21
15.20
15.20
15.20
15.20
3725.00
15.20
15.20
15.20
15.20
15.20
3750.00
15.20
15.20
15.20
15.20
15.20
3775.00
15.20
15.20
15.20
15.20
15.19
3800.00
15.19
15.19
15.19
15.19
15.19
3825.00
1
15.19
15.19
15.19
15.19
15.19
3850.00
1
15.19
15.19
15.19
15.19
15.19
3875.00
1
15.19
15.19
15.19
15.18
15.18
3900.00
1
15.18
15.18
15.18
15.18
15.18
3925.00
1
15.18
15.18
15.18
15.18
15.18
3950.00
1
15.18
15.18
15.18
15.18
15.18
3975.00
1
15.18
15.18
15.18
15.18
15.17
4000.00
1
15.17
15.17
15.17
15.17
15.17
4025.00
1
15.17
15.17
15.17
15.17
15.17
4050.00
1
15.
17
15.17
15.17
15.17
15.17
4075.00
1
15.17
15.17
15.17
15.17
15.17
4100.00
1
15.16
15.16
15.16
15.16
15.16
4125.00
1
15.16
15.16
15.16
15.16
15.16
4150.00
1
15.16
15.16
15.16
15.16
15.16
4175.00
1
15.16
15.16
15.16
15.16
15.16
4200.00
1
15.16
15.16
15.16
15.15
15.15
4225.00
1
15.15
15.15
15.15
15.15
15.15
4250.00
1
15.15
15.15
15.15
15.15
15.15
4275.00
1
15.15
15.15
15.15
15.15
15.15
4300.00
1
15.15
15.15
15.15
15.15
15.15
4325.00
1
15.15
15.15
15.14
15.14
15.14
4350.00
1
15.14
15.14
15.14
15.14
15.14
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No.
Storm... 10 Tag: 10
TIME vs. ELEVATION (ft)
Page 2.04
Event: 10 yr
1\Pondpack\SWANSWW1.ppw
Time I
Output
Time
increment
= 5.00
min
min
---------
I
--_
Time
on
left represents
time
for
first value
in
each
row.
4375.00
I
1
15.14
_-___-___
15.14
15.14
15.14
15.14
4400.00
1
15.14
15.14
15.14
15.14
15.14
4425.00
1
15.14
15.14
15.14
15.14
15.14
4450.00
1
15.14
15.14
15.14
15.13
15.13
4475.00
1
15.13
15.13
15.13
15.13
15.13
4500.00
1
15.13
15.13
15.13
15.13
15.13
4525.00
1
15.13
15.13
15.13
15.13
15.13
4550.00
1
15.13
15.13
15.13
15.13
15.13
4575.00
1
15.13
15.13
15.13
15.13
15.13
4600.00
1
15.13
15.13
15.12
15.12
15.12
4625.00
1
15.12
15.12
15.12
15.12
15.12
4650.00
1
15.12
15.12
15.12
15.12
15.12
4675.00
1
15.12
15.12
15.12
15.12
15.12
4700.00
1
15.12
15.12
15.12
15.12
15.12
4725.00
1
15.12
15.12
15.12
15.12
15.12
4750.00
1
15.12
15.12
15.11
15.11
15.11
4775.00
1
15.11
15.11
15.11
15.11
15.11
4800.00
1
15.11
15.11
15.11
15.11
15.11
4825.00
1
15.11
15.11
15.11
15.11
15.11
4850.00
1
15.11
15.11
15.11
15.11
15.11
4875.00
1
15.11
15.11
15.11
15.11
15.11
4900.00
1
15.11
15.11
15.11
15.11
15.11
4925.00
1
15.10
15.10
15.10
15.10
15.10
4950.00
1
15.10
15.10
15.10
15.10
15.10
4975.00
1
15.10
15.10
15.10
15.10
15.10
5000.00
1
15.10
15.10
15.10
15.10
15.10
5025.00
1
15.10
15.10
15.10
15.10
15.10
5050.00
1
15.10
15.10
15.10
15.10
15.10
5075.00
1
15.10
15.10
15.10
15.10
15.10
5100:00
1
15.10
15.10
15.09
15.09
15.09
5125.00
1
15.09
15.09
15.09
15.09
15.09
5150.00
1
15.09
15.09
15.09
15.09
15.09
5175.00
1
15.09
15.09
15.09
15.09
15.09
5200.00
1
15.09
15.09
15.09
15.09
15.09
5225.00
1
15.09
15.09
15.09
15.09
15.09
5250.00
1
15.09
15.09
15.09
15.09
15.09
5275.00
1
15.09
15.09
15.09
15.09
15.09
5300.00
1
15.09
15.09
15.09
15.08
15.08
5325.00
1
15.08
15.08
15.08
15.06
15.08
5350.00
1
15.08
15.08
15.08
15.08
15.08
5375.00
1
15.08
15.08
15.08
15.08
15.08
5400.00
1
15.08
15.08
15.08
15.08
15.08
5425.00
1
15.08
15.08
15.08
15.08
15.08
5450.00
1
15.08
15.08
15.08
15.08
15.08
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev Page 2.05
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 10 Tag: 10
TIME vs. ELEVATION (ft)
Time I
Output
Time
increment
= 5.00
min
min
I
Time
on left
represents
time
for
first value
in
each row.
5475.00
-I --
1
15.08
------
15.08
15.08
-----
15.08
-
15.08
5500.00
1
15.08
15.08
15.08
15.08
15.08
5525.00
1
15.08
15.08
15.08
15.07
15.07
5550.00
1
15.07
15.07
15.07
15.07
15.07
5575.00
1
15.07
15.07
15.07
15.07
15.07
5600.00
1
15.07
15.07
15.07
15.07
15.07
5625.00
1
15.07
15.07
15.07
15.07
15.07
5650.00
1
15.07
15.07
15.07
15.07
15.07
5675.00
1
15.07
15.07
15.07
15.07
15.07
5700.00
1
15.07
15.07
15.07
15.07
15.07
5725.00
1
15.07
15.07
15.07
15.07
15.07
5750.00
1
15.07
15.07
15.07
15.07
15.07
5775.00
1
15.07
15.07
15.07
15.07
15.07
5800.00
1
15.07
15.06
15.06
15.06
15.06
5825.00
1
15.06
15.06
15.06
15.06
15.06
5850.00
1
15.06
15.06
15.06
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev Page 2.06
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 10 Tag: 10
TIME vs. ELEVATION (ft)
Time I
Output
Time
increment
= 5.00 min
min
Time
on left
represents
time
for
first value
in
each
row.
--------I-------------------------------------------------------------
.00
1
15.00
15.14
15.60
16.15
16.45
25.00
1
16.51
16.47
16.39
16.30
16.23
50.00
1
16.17
16.12
16.09
16.06
16.04
75.00
16.03
16.02
16.01
16.01
16.00
100.00
16.00
16.00
16.00
16.00
16.00
125.00
I
15.99
15.99
15.99
15.99
15.99
150.00
1
15.99
15.99
15.99
15.98
15.98
175.00
1
15.98
15.98
15.98
15.98
15.98
200.00
1
15.98
15.97
15.97
15.97
15.97
225.00
15.97
15.97
15.97
15.97
15.96
230.00
15.96
15.96
15.96
15.96
15.96
275.00
1
15.96
15.96
15.95
15.95
15.95
300.00
15.95
15.95
15.95
15.95
15.95
325.00
I
15.94
15.94
15.94
15.94
15.94
350.00
1
15.94
15.94
15.94
15.93
15.93
375.00
15.93
15.93
15.93
15.93
15.93
400.00
15.93
15.92
15.92
15.92
15.92
425.00
I
15.92
15.92
15.92
15.92
15.91
450.00
1
15.91
15.91
15.91
15.91
15.91
475.00
15.91
15.91
15.90
15.90
15.90
500.00
I
15.90
15.90
15.90
15.90
15.90
525.00
15.89
15.89
15.89
15.89
15.89
550.00
15.89
15.89
15.89
15.88
15.88
575.00
1
15.88
15.88
15.88
15.88
15.88
600.00
1
15.88
13.87
15.87
15.87
15.87
625.00
1
15.87
15.87
15.87
15.87
15.86
650.00
1
15.86
15.86
15.86
15.86
15.B6
675.00
1
15.86
15.86
15.85
15.85
15.85
700.00
1
15.85
15.85
15.85
15.85
15.85
725.00
15.84
15.84
15.84
15.84
15.84
750.00
15.84
15.84
15.84
15.83
15.83
775.00
1
15.83
15.83
15.83
15.83
15.83
800.00
1
15.83
15.82
15.82
15.82
15.82
825.00
1
15.82
13.82
15.82
15.82
15.81
850.00
1
15.81
15.81
15.81
15.81
15.81
875.00
1
15.81
15.81
15.80
15.80
15.80
900.00
15.80
15.80
15.80
15.80
15.80
925.00
15.79
15.79
15.79
15.79
15.79
950.00
15.79
15.79
15.79
15.78
15.76
975.00
15.78
15.78
15.78
15.78
15.78
1000.00
1
15.77
15.77
15.77
15.77
15.77
1025.00
I
15.77
15.77
15.77
15.76
15.76
1050.00
15.76
15.76
15.76
15.76
15.76
SIN: 37YXYWGXTMC4
Bentley Pond Pack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type....
Name....
File....
Storm...
Time-Elev
Page 2.07
POND OUT Tag: 25 Event: 25 yr
R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
25 Tag: 25
TIME vs. ELEVATION (ft)
Time I
Output
Time
increment
= 5.00 min
min
Time on left
represents
time
for
first value in
each row.
---------
1075.00
I ------------------------------------------------------
1
15.76
15.75
15.75
15.75
15.75
1100.00
1
15.75
15.75
15.75
15.75
15.74
1125.00
15.74
15.74
15.74
15.74
15.74
1150.00
15.74
15.74
15.73
15.73
15.73
1175.00
1
15.73
15.73
15.73
15.73
15.73
1200.00
1
15.72
15.72
15.72
15.72
15.72
1225.00
i
15.72
15.72
15.72
15.71
15.71
1250.00
15.71
15.71
15.71
15.71
15.71
1275.00
15.71
15.70
15.70
15.70
15.70
1300.00
15.70
15.70
15.70
15.70
15.69
1325.00
1
15.69
15.69
15.69
15.69
15.69
1350.00
1
15.69
15.69
15.68
15.68
15.68
1375.00
1
15.68
15.68
15.68
15.68
15.68
1400.00
1
15.67
15.67
15.67
15.67
15.67
1425.00
15.67
15.67
15.67
15.66
15.66
1450.00
15.66
15.66
15.66
15.66
15.66
1475.00
15.66
15.65
15.65
15.65
15.65
1500.00
15.65
15.65
15.65
15.65
15.64
1525.00
1
15.64
15.64
15.64
15.64
15.64
1550.00
15.64
15.64
15.63
15.63
15.63
1575.00
15.63
15.63
15.63
15.63
15.63
1600.00
15.62
15.62
15.62
15.62
15.62
1625.00
15.62
15.62
15.62
15.61
15.61
1650.00
1
15.61
15.61
15.61
15.61
15.61
1675.00
1
15.61
15.60
15.60
15.60
15.60
1700.00
1
15.60
15.60
15.60
15.60
15.59
1725.00
1
15.59
15.59
13.59
15.59
15.59
1750.00
15.59
15.59
15.58
15.58
15.58
1775.00
15.58
15.58
15.58
15.58
15.58
1800.00
15.57
15.57
15.57
15.57
15.57
1825.00
1
15.57
15.57
15.57
15.56
15.56
1850.00
1
15.56
15.56
15.56
15.56
15.56
1875.00
1
15.56
15.55
15.55
15.55
15.55
1900.00
1
15.55
15.55
15.55
15.55
15.54
1925.00
1
15.54
15.54
15.54
15.54
15.54
1950.00
1
15.54
15.54
15.53
15.53
15.53
1975.00
1
15.53
15.53
15.53
15.53
15.53
2000.00
15.52
15.52
15.52
15.52
15.52
2025.00
1
15.52
15.52
15.52
15.51
15.51
2050.00
15.51
15.51
15.51
15.51
15.51
2075.00
15.50
15.50
15.50
15.50
15.50
2100.00
15.50
15.50
15.50
15.49
15.49
2125.00
1
15.49
15.49
15.49
15.49
15.49
2150.00
1
15.49
15.48
15.48
15.48
15.48
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006
II

Type....
Time-Elev
Name....
POND
OUT Tag:
25
File.... R:\LandonY Projects\Swans\E97472.5\SWOP No
Storm... 25 Tag: 25
TIME vs. ELEVATION (ft)
Page 2.08
Event: 25 yr
1\Pondpack\SWANSWW1.ppw
Time I
Output
Time
increment
= 5.00 min
min
Time
on left
represents
time
for
first value
in
each
row.
2175.00
--------------------------------------------------------------
15.48
15.48
15.48
15.47
15.47
2200.00
15.47
15.47
15.47
15.47
15.47
2225.00
1
15.47
15.46
15.46
15.46
15.46
2250.00
(
15.46
15.46
15.46
15.46
15.45
2275.00
15.45
15.45
15.45
15.45
15.45
2300.00
15.45
15.45
15.44
15.44
15.44
2325.00
15.44
15.44
15.44
15.44
15.44
2350.00
15.43
15.43
15.43
15.43
15.43
2375.00
1
15.43
15.43
15.43
15.43
15.42
2400.00
15.42
15.42
15.42
15.42
15.42
2425.00
15.42
15.42
15.42
15.41
15.41
2450.00
1
15.41
15.41
15.41
15.41
15.41
2475.00
15.41
15.40
15.40
15.40
15.40
2500.00
15.40
15.40
15.40
15.40
15.40
2525.00
15.40
15.39
15.39
15.39
15.39
2550.00
1
15.39
15.39
15.39
15.39
15.39
2575.00
1
15.38
15.38
15.38
15.38
15.38
2600.00
1
15.38
15.38
15.38
15.38
15.38
2625.00
1
15.37
15.37
15.37
15.37
15.37
2650.00
1
15.37
15.37
15.37
15.37
15.36
2675.00
1
15.36
15.36
15.36
15.36
15.36
2700.00
1
15.36
15.36
15.36
15.36
15.36
2725.00
1
15.35
15.35
15.35
15.35
15.35
2750.00
1
15.35
15.35
15.35
15.35
15.35
2775.00
1
15.34
15.34
15.34
15.34
15.34
2800.00
1
15.34
15.34
15.34
15.34
15.34
2825.00
1
15.34
15.33
15.33
15.33
15.33
2850.00
1
15.33
15.33
15.33
15.33
15.33
2875.00
1
15.33
15.33
15.32
15.32
15.32
2900.00
1
15.32
15.32
15.32
15.32
15.32
2925.00
15.32
15.32
15.32
15.31
15.31
2950.00
15.31
15.31
15.31
15.31
15.31
2975.00
1
15.31
15.31
15.31
15.31
15.31
3000.00
1
15.30
15.30
15.30
15.30
15.30
3025.00
1
15.30
15.30
15.30
15.30
15.30
3050.00
1
15.30
15.30
15.29
15.29
15.29
3075.00
1
15.29
15.29
15.29
15.29
15.29
3100.00
1
15.29
15.29
15.29
15.29
15.29
3125.00
15.28
15.28
15.28
15.28
15.28
3150.00
1
15.28
15.28
15.28
15.28
15.28
3175.00
1
15.28
15.28
15.28
15.27
15.27
3200.00
1
15.27
15.27
15.27
15.27
15.27
3225.00
1
15.27
15.27
15.27
15.27
15.27
3250.00
15.27
15.26
15.26
15.26
15.26
S/N: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time-Elev Page 2.09
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 25 Tag: 25
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= 5.00 min
min I
--------
Time
on
left represents
time
for
first value in
each row.
3275.00
I-----------------------
1
15.26
15.26
15.26
____
15.26
__-------
15.26
3300.00
1
15.26
15.26
15.26
15.26
15.26
3325.00
1
15.26
15.25
15.25
15.25
15.25
3350.00
1
15.25
15.25
15.25
15.25
15.25
3375.00
1
15.25
15.25
15.25
15.25
15.25
3400.00
1
15.24
15.24
15.24
15.24
15.24
3425.00
1
15.24
15.24
15.24
15.24
15.24
3450.00
1
15.24
15.24
15.24
15.24
15.24
3475.00
1
15.23
15.23
15.23
15.23
15.23
3500.00
1
15.23
15.23
15.23
15.23
15.23
3525.00
1
15.23
15.23
15.23
15.23
15.23
3550.00
1
15.23
15.22
15.22
15.22
15.22
3575.00
1
15.22
15.22
15.22
15.22
15.22
3600.00
15.22
15.22
15.22
15.22
15.22
3625.00
15.22
15.22
15.22
15.21
15.21
3650.00
15.21
15.21
15.21
15.21
15.21
3675.00
15.21
15.21
15.21
15.21
15.21
3700.00
1
15.21
15.21
15.21
15.21
15.21
3725.00
1
15.20
15.20
15.20
15.20
15.20
3750.00
1
15.20
15.20
15.20
15.20
15.20
3775.00
15.20
15.20
15.20
15.20
15.20
3800.00
15.20
15.20
15.20
15.20
15.19
3825.00
15.19
15.19
15.19
15.19
15.19
3850.00
1
15.19
15.19
15.19
15.19
15.19
3875.00
1
15.19
15.19
15.19
15.19
15.19
3900.00
1
15.19
15.19
15.19
15.18
15.18
3925.00
1
15.18
15.18
15.18
15.18
15.18
3950.00
1
15.18
15.18
15.18
15.18
15.18
3975.00
1
15.18
15.18
15.18
15.18
15.18
4000.00
1
15.18
15.18
15.18
15.17
15.17
4025.00
1
15.17
15.17
15.17
15.17
15.17
4050.00
1
15.17
15.17
15.17
15.17
15.17
4075.00
1
15.17
15.17
15.17
15.17
15.17
4100.00
1
15.17
15.17
15.17
15.17
15.17
4125.00
1
15.16
15.16
15.16
15.16
15.16
4150.00
1
15.16
15.16
15.16
15.16
15.16
4175.00
1
15.16
15.16
15.16
15.16
15.16
4200.00
1
15.16
15.16
15.16
15.16
15.16
4225.00
1
15.16
15.16
15.15
15.15
15.15
4250.00
I
15.15
15.15
15.15
15.15
15.15
4275.00
I
15.15
15.15
15.15
15.15
15.15
4300.00
15.15
15.15
15.15
15.15
15.15
4325.00
1
15.15
15.15
15.15
15.15
15.15
4350.00
1
15.15
15.15
15.14
15.14
15.14
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
I
Bentley Systems, Inc.
2:45 PM 7/25/2006

Type.... Time-E1ev Page 2.10
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 25 Tag: 25
TIME vs. ELEVATION (ft)
Time I
Output
Time
increment
= 5.00,min
min I
--------
Time on
left represents
time
for
first value in
each
row.
4375.00
I ---------------------------------------------------------------
1
15.14
15.14
15.14
15.14
15.14
4400.00
1
15.14
15.14
15.14
15.14
15.14
4425.00
1
15.14
15.14
15.14
15.14
15.14
4450.00
1
15.14
15.14
15.14
15.14
15.14
4475.00
1
15.14
15.14
15.14
15.13
15.13
4500.00
1
15.13
15.13
15.13
15.13
15.13
4525.00
1
15.13
15.13
15.13
15.13
15.13
4550.00
1
15.13
15.13
15.13
15.13
15.13
4575.00
1
15.13
15.13
15.13
15.13
15.13
4600.00
1
15.13
15.13
15.13
15.13
15.13
4625.00
1
15.13
15.12
15.12
15.12
15.12
4650.00
1
15.12
15.12
15.12
15.12
15.12
4675.00
1
15.12
15.12
15.12
15.12
15.12
4700.00
1
15.12
15.12
15.12
15.12
15.12
4725.00
1
15.12
15.12
15.12
15.12
15.12
4750.00
1
15.12
15.12
15.12
15.12
15.12
4775.00
1
15.12
15.12
15.11
15.11
15.11
4800.00
1
15.11
15.11
15.11
15.11
15.11
4825.00
1
15.11
15.11
15.11
15.11
15.11
4850.00
1
15.11
15.11
15.11
15.11
15.11
4875.00
1
15.11
15.11
15.11
15.11
15.11
4900.00
1
15.11
15.11
15.11
15.11
15.11
4925.00
1
15.11
15.11
15.11
15.11
15.11
4950.00
1
15.10
15.10
15.10
15.10
15.10
4975.00
1
15.10
15.10
15.10
15.10
15.10
5000.00
1
15.10
15.10
15.10
15.10
15.10
5025.00
1
15.10
15.10
15.10
15.10
15.10
5050.00
1
15.10
15.10
15.10
15.10
15.10
5075.00
1
15.10
15.10
15.10
15.10
15.10
5100.00
1
15.10
15.10
15.10
15.10
15.10
5125.00
1
15.10
15.09
15.09
15.09
15.09
5150.00
1
15.09
15.09
15.09
15.09
15.09
5175.00
1
15.09
15.09
15.09
15.09
15.09
5200.00
1
15.09
15.09
15.09
15.09
15.09
5225.00
1
15.09
15.09
15.09
15.09
15.09
5250.00
1
15.09
15.09
15.09
15.09
15.09
5275.00
1
15.09
15.09
15.09
15.09
15.09
5300.00
1
15.09
15.09
15.09
15.09
15.09
5325.00
1
15.09
15.09
15.08
15.08
15.08
5350.00
1
15.08
15.08
15.08
15.08
15.06
5375.00
1
15.08
15.08
15.08
15.08
15.08
5400.00
1
15.08
15.08
15.08
15.08
15.08
5425.00
1
15.08
15.08
15.08
15.08
15.08
5450.00
1
15.08
15.08
15.08
15.08
15.08
S/N: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time-Elev Page 2.11
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWOP No. 1\Pondpack\SWANSWW1.ppw
Storm... 25 Tag: 25
Time
min
5475.00
5500.00
5525.00
5550.00
5575.00
5600.00
5625.00
5650.00
5675.00
5700.00
5725.00
5750.00
5775.00
5800.00
5825.00
5850.00
5875.00
TIME vs. ELEVATION (ft)
Output Time
increment = 5.00
min
Time
----------------------------------------------------------
on left
represents
time
for first
value
in
each
row.
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.08
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.07
15.06
15.06
15.06
15.06
15.06
15.06
15.06
15.06
15.06
15.06
15.06
15.06
15.06
SIN: 37YXYWGXTMC4
Bentley Pond Pack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

IType.... Time-Elev
Page 2.12
Name....
POND
OUT Tag: 25
Event: 25 yr
File....
R:\LandonY
Projects\Swan3\E97472.5\SWQP No.
1\Pondpack\SWANSWW1.ppw
Storm...
25 Tag:
25
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= 5.00
min
min
----------------------
Time on
left represents
time
for
first value
in
each
row.
.00 1
15.00
15.07
15.38
-
15.96
----
16.55
25.00
1
16.98
17.23
17.36
17.39
17.37
50.00
1
17.30
17.20
17.08
16.94
16.79
75.00
1
16.63
16.47
16.33
16.23
16.16
100.00
1
16.11
16.08
16.05
16.03
16.02
125.00
1
16.01
16.01
16.00
16.00
16.00
150.00
1
16.00
16.00
16.00
16.00
15.99
175.00
1
15.99
15.99
15.99
15.99
15.99
200.00
1
15.99
15.99
15.98
15.98
15.98
225.00
1
15.98
15.98
15.98
15.98
15.98
250.00
1
15.97
15.97
15.97
15.97
15.97
275.00
1
15.97
15.97
15.97
15.96
15.96
300.00
1
15.96
15.96
15.96
15.96
15.96
325.00
1
15.96
15.95
15.95
15.95
15.95
350.00
1
15.95
15.95
15.95
15.95
15.94
375.00
1
15.94
15.94
15.94
15.94
15.94
400.00
1
15.94
15.94
15.93
15.93
15.93
425.00
1
15.93
15.93
15.93
15.93
15.93
450.00
1
15.92
15.92
15.92
15.92
15.92
475.00
1
15.92
15.92
15.92
15.91
15.91
500.00
1
15.91
15.91
15.91
15.91
15.91
525.00
1
15.91
15.90
15.90
15.90
15.90
550.00
1
15.90
15.90
15.90
15.90
15.89
575.00
1
15.89
15.89
15.89
15.89
15.89
600.00
1
15.89
15.89
15.88
15.88
15.88
625.00
1
15.88
15.88
15.88
15.88
15.87
650.00
1
15.87
15.87
15.87
15.87
15.87
675.00
1
15.87
15.87
15.86
15.86
15.86
700.00
1
15.86
15.86
15.86
15.86
15.86
725.00
1
15.85
15.85
15.85
15.85
15.85
750.00
1
15.85
15.85
15.85
15.84
15.84
775.00
1
15.84
15.84
15.84
15.84
15.84
800.00
1
15.84
15.83
15.83
15.83
15.83
825.00
1
15.83
15.83
15.83
15.83
15.82
850.00
1
15.82
15.82
15.82
15.82
15.82
875.00
I
15.82
15.82
15.81
15.81
15.81
900.00
1
15.81
15.81
15.81
15.81
15.81
925.00
1
15.80
15.80
15.80
15.80
15.80
950.00
1
15.80
15.60
15.80
15.79
15.79
975.00
1
15.79
15.79
15.79
15.79
15.79
1000.00
1
15.79
15.78
15.78
15.78
15.78
1025.00
1
15.78
15.78
15.78
15.78
15.77
1050.00
1
15.77
15.77
15.77
15.77
15.77
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00) 2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 100 Tag: 100
TIME vs. ELEVATION (ft)
Page 2.13
Event: 100 yr
1\Pondpack\SWANSWW1.ppw
Time I
Output Time
increment
= 5.00 min
min
--------I-
Time on left
represents
time
for
first value
in
each
row.
1075.00
15.77
----------------
15.77
15.76
----
15.76
-
15.76
--
1100.00
15.76
15.76
15.76
15.76
15.76
1125.00
15.75
15.75
15.75
15.75
15.75
1150.00 I
15.75
15.75
15.75
15.74
15.74
1175.00 1
15.74
15.74
15.74
15.74
15.74
1200.00 1
15.74
15.73
15.73
15.73
15.73
1225.00 1
15.73
15.73
15.73
15.73
15.72
1250.00 1
15.72
15.72
15.72
15.72
15.72
1275.00 1
15.72
15.72
15.71
15.71
15.71
1300.00
15.71
15.71
15.71
15.71
15.71
1325.00
15.70
15.70
15.70
15.70
15.70
1350.00 1
15.70
15.70
15.70
15.69
15.69
1375.00
15.69
15.69
15.69
15.69
15.69
1400.00
15.69
15.68
15.68
15.68
15.68
1425.00
15.68
15.68
15.68
15.68
15.67
1450.00 I
15.67
15.67
15.67
15.67
15.67
1475.00
15.67
15.67
15.66
15.66
15.66
1500.00 1
15.66
15.66
15.66
15.66
15.66
1525.00
15.65
15.65
15.65
15.65
15.65
1550.00
15.65
15.65
15.65
15.64
15.64
1575.00 1
15.64
15.64
15.64
15.64
15.64
1600.00 1
15.64
15.63
15.63
15.63
15.63
1625.00
15.63
15.63
15.63
15.63
15.62
1650.00
15.62
15.62
15.62
15.62
15.62
1675.00 1
15.62
15.62
15.61
15.61
15.61
1700.00
15.61
15.61
15.61
15.61
15.60
1725.00 1
15.60
15.60
15.60
15.60
15.60
1750.00
15.60
15.60
15.59
15.59
15.59
1775.00
15.59
15.59
15.59
15.59
15.59
1800.00
15.58
15.58
15.58
15.58
15.58
1825.00
15.58
15.58
15.58
15.57
15.57
1850.00 1
15.57
15.57
15.57
15.57
15.57
1875.00 1
15.57
15.56
15.56
15.56
15.56
1900.00
15.56
15.56
15.56
15.56
15.55
1925.00 I
15.55
15.55
15.55
15.55
15.55
1950.00 1
15.55
15.55
15.54
15.54
15.54
1975.00 1
15.54
15.54
15.54
15.54
15.54
2000.00 1
15.53
15.53
15.53
15.53
15.53
2025.00 1
15.53
15.53
15.53
15.52
15.52
2050.00 1
15.52
15.52
15.52
15.52
15.52
2075.00 1
15.52
15.51
15.51
15.51
15.51
2100.00
15.51
15.51
15.51
15.51
15.50
2125.00
15.50
15.50
15.50
15.50
15.50
2150.00 1
15.50
15.50
15.49
15.49
15.49
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 100 Tag: 100
TIME vs. ELEVATION (ft)
Page 2.14
Event: 100 yr
1\Pondpack\SWANSWW1.ppw
Time I
Output Time
increment
= 5.00 min
min I
--------- I---------------------------
Time on left
represents
time
for
first value in
each row.
2175.
00 1
15.49
15.49
15.49
15
_ ____
49
15.48
2200.00
1
15.48
15.48
15.48
15.48
15.48
2225.00
1
15.48
15.48
15.47
15.47
15.47
2250.00
1
15.47
15.47
15.47
15.47
15.47
2275.00
1
15.46
15.46
15.46
15.46
15.46
2300.00
1
15.46
15.46
15.46
15.45
15.45
2325.00
1
15.45
15.45
15.45
15.45
15.45
2350.00
1
15.45
15.44
15.44
15.44
15.44
2375.00
1
15.44
15.44
15.44
15.44
15.43
2400.00
1
15.43
15.43
15.43
15.43
15.43
2425.00
1
15.43
15.43
15.42
15.42
15.42
2450.00
1
15.42
15.42
15.42
15.42
15.42
2475.00
1
15.42
15.41
15.41
15.41
15.41
2500.00
1
15.41
15.41
15.41
15.41
15.41
2525.00
1
15.40
15.40
15.40
15.40
15.40
2550.00
1
15.40
15.40
15.40
15.40
15.39
2575.00
1
15.39
15.39
15.39
15.39
15.39
2600.00
1
15.39
15.39
15.39
15.39
15.38
2625.00
1
15.38
15.38
15.38
15.38
15.38
2650.00
1
15.38
15.38
15.36
15.37
15.37
2675.00
1
15.37
15.37
15.37
15.37
15.37
2700.00
1
15.37
15.37
15.37
15.36
15.36
2725.00
1
15.36
15.36
15.36
15.36
15.36
2750.00
1
15.36
15.36
15.36
15.35
15.35
2775.00
1
15.35
15.35
15.35
15.35
15.35
2800.00
1
15.35
15.35
15.35
15.35
15.34
2825.00
1
15.34
15.34
15.34
15.34
15.34
2850.00
1
15.34
15.34
15.34
15.34
15.33
2875.00
1
15.33
15.33
15.33
15.33
15.33
2900.00
1
15.33
15.33
15.33
15.33
15.33
2925.00
1
15.33
15.32
15.32
15.32
15.32
2950.00
1
15.32
15.32
15.32
15.32
15.32
2975.00
1
15.32
15.32
15.31
15.31
15.31
3000.00
1
15.31
15.31
15.31
15.31
15.31
3025.00
1
15.31
15.31
15.31
15.31
15.30
3050.00
1
15.30
15.30
15.30
15.30
15.30
3075.00
1
15.30
15.30
_
15.30
15.30
15.30
3100.00
1
15.30
15.29
15.29
15.29
15.29
3125.00
1
15.29
15.29
15.29
15.29
15.29
3150.00
1
15.29
15.29
15.29
15.28
15.28
3175.00
1
15.28
15.28
15.28
15.28
15.28
3200.00
1
15.28
15.28
15.28
15.28
15.28
3225.00
1
15.28
15.28
15.27
15.27
15.27
3250.00
1
15.27
15.27
15.27
15.27
15.27
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 100 Tag: 100
TIME vs. ELEVATION (ft)
Page 2.15
Event: 100 yr
1\Pondpack\SWANSWW1.ppw
Time I
Output
Time
increment = 5.00
min
min
-------
I
Time
on
left represents
time
for first
value
in
each
row.
3275.00
I
1
------------------------------------------------------
15.27
15.27
15.27
15.27
15.27
3300.00
1
15.26
15.26
15.26
15.26
15.26
3325.00
1
15.26
15.26
15.26
15.26
15.26
3350.00
1
15.26
15.26
15.26
15.26
15.25
3375.00
1
15.25
15.25
15.25
15.25
15.25
3400.00
1
15.25
15.25
15.25
15.25
15.25
3425.00
1
15.25
15.25
15.25
15.25
15.24
3450.00
1
15.24
15.24
15.24
15.24
15.24
3475.00
1
15.24
15.24
15.24
15.24
15.24
3500.00
1
15.24
15.24
15.24
15.24
15.23
3525.00
1
15.23
15.23
15.23
15.23
15.23
3550.00
1
15.23
15.23
15.23
15.23
15.23
3575.00
1
15.23
15.23
15.23
15.23
15.23
3600.00
1
15.22
15.22
15.22
15.22
15.22
3625.00
1
15.22
15.22
15.22
15.22
15.22
3650.00
1
15.22
15.22
15.22
15.22
15.22
3675.00
1
15.22
15.21
15.21
15.21
15.21
3700.00
1
15.21
15.21
15.21
15.21
15.21
3725.00
1
15.21
15.21
15.21
15.21
15.21
3750.00
15.21
15.21
15.21
15.21
15.20
3775.00
15.20
15.20
15.20
15.20
15.20
3800.00
1
15.20
15.20
15.20
15.20
15.20
3825.00
1
15.20
15.20
15.20
15.20
15.20
3850.00
1
15.20
15.20
15.19
15.19
15.19
3875.00
1
15.19
15.19
15.19
15.19
15.19
3900.00
1
15.19
15.19
15.19
15.19
15.19
3925.00
1
15.19
15.19
15.19
15.19
15.19
3950.00
1
15.19
15.18
15.18
15.18
15.18
3975.00
15.18
15.18
15.18
15.18
15.18
4000.00
15.18
15.18
15.18
15.18
15.18
4025.00
1
15.18
15.18
15.18
15.18
15.18
4050.00
1
15.18
15.18
15.17
15.17
15.17
4075.00
1
15.17
15.17
15.17
15.17
15.17
4100.00
1
15.17
15.17
15.17
15.17
15.17
4125.00
1
15.17
15.17
15.17
15.17
15.17
4150.00
1
15.17
15.17
15.17
15.16
15.16
4175.00
1
15.16
15.16
15.16
15.16
15.16
4200.00
1
15.16
15.16
15.16
15.16
15.16
4225.00
1
15.16
15.16
15.16
15.16
15.16
4250.00
1
15.16
15.16
15.16
15.16
15.16
4275.00
1
15.16
15.15
15.15
15.15
15.15
4300.00
1
15.15
15.15
15.15
15.15
15.15
4325.00
1
15.15
15.15
15.15
15.15
15.15
4350.00
1
15.15
15.15
15.15
15.15
15.15
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 100 Tag: 100
TIME vs. ELEVATION (ft)
Page 2.16
Event: 100 yr
1\Pondpack\SWANSWW1.ppw
Time I
Output Time
increment
= 5.00
min
min
Time
on
left represents
time
for
first value
in
each
row.
4375.00
1
15.15
________________________________________________
15.15
15.15
15.15
15.15
4400.00
15.14
15.14
15.14
15.14
15.14
4425.00
1
15.14
15.14
15.14
15.14
15.14
4450.00
1
15.14
15.14
15.14
15.14
15.14
4475.00
1
15.14
15.14
15.14
15.14
15.14
4500.00
1
13.14
15.14
15.14
15.14
15.14
4525.00
e
1
15.14
15.14
15.13
15.13
15.13
4550.00
15.13
15.13
15.13
15.13
15.13
4575.00
15.13
15.13
15.13
15.13
15.13
4600.00
1
15.13
15.13
15.13
15.13
15.13
4625.00
e
15.13
15.13
15.13
15.13
15.13
4650.00
15.13
15.13
15.13
15.13
15.13
4675.00
1
15.12
15.12
15.12
15.12
15.12
4700.00
15.12
15.12
15.12
15.12
15.12
4725.00
15.12
15.12
15.12
15.12
15.12
4750.00
15.12
15.12
15.12
15.12
15.12
4775.00
1
15.12
15.12
15.12
15.12
15.12
4800.00
1
15.12
15.12
15.12
15.12
15.12
4825.00
15.11
15.11
15.11
15.11
15.11
4850.00
15.11
15.11
15.11
15.11
15.11
4875.00
15.11
15.11
15.11
15.11
15.11
4900.00
1
15.11
15.11
15.11
15.11
15.11
4925.00
1
15.11
15.11
15.11
15.11
15.11
4950.00
15.11
15.11
15.11
15.11
15.11
4975.00
15.11
15.11
15.11
15.10
15.10
5000.00
15.10
15.10
15.10
15.10
15.10
5025.00
e
15.10
15.10
15.10
15.10
15.10
5050.00
15.10
15.10
15.10
15.10
15.10
5075.00
1
15.10
15.10
15.10
15.10
15.10
5100.00
15.10
15.10
15.10
15.10
15.10
5125.00
e
15.10
15.10
15.10
15.10
15.10
5150.00
15.10
15.10
15.10
15.10
15.10
5175.00
15.09
15.09
15.09
15.09
15.09
5200.00
15.09
15.09
15.09
15.09
15.09
5225.00
15.09
15.09
15.09
15.09
15.09
5250.00
15.09
15.09
15.09
15.09
15.09
5275.00
1
15.09
15.09
15.09
15.09
15.09
5300.00
I
15.09
15.09
15.09
15.09
15.09
5325.00
e
15.09
15.09
15.09
15.09
15.09
5350.00
15.09
15.09
15.09
15.09
15.09
5375.00
1
15.09
15.08
15.08
15.08
15.08
5400.00
1
15.08
15.08
15.08
15.08
15.08
5425.00
15.08
15.08
15.08
15.08
15.08
5450.00
15.08
15.08
15.08
15.08
15.08
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type....
Time-Elev
Page 2.17
Name....
POND
OUT Tag: 100
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97972.5\SWQP No.
1\Pondpack\SWANSWWI.ppw
Storm...
100 Tag:
100
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= 5.00
min
min
-----------------------------------
I
Time
on left
represents
time
for
first value
in
each
row.
5975.00
1
15.08
15.06
15.08
------------------
15.08
15.08
5500.00
1
15.08
15.08
15.08
15.08
15.08
5525.00
1
15.08
15.08
15.08
15.06
15.08
5550.00
1
15.08
15.06
15.08
15.08
15.08
5575.00
1
15.08
15.08
15.08
15.08
15.08
5600.00
1
15.08
15.07
15.07
15.07
15.07
5625.00
1
15.07
15.07
15.07
15.07
15.07
5650.00
1
15.07
15.07
15.07
15.07
15.07
5675.00
1
15.07
15.07
15.07
15.07
15.07
5700.00
1
15.07
15.07
15.07
15.07
15.07
5725.00
1
15.07
15.07
15.07
15.07
15.07
5750.00
1
15.07
15.07
15.07
15.07
15.07
5775.00
1
15.07
15.07
15.07
15.07
15.07
5800.00
I
15.07
15.07
15.07
15.07
15.07
5825.00
15.07
15.07
15.07
15.07
15.07
5850.00
1
15.07
15.07
15.07
15.07
15.06
5875.00
1
15.06
15.06
15.06
15.06
15.06
5900.00
1
15.06
15.06
15.06
15.06
15.06
5925.00
1
15.06
15.06
SIN: 37YXYWGXTMC9 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No.
Storm... 100 Tag: 100
TIME vs. VOLUME (cu.ft)
Page 2.18
Event: 100 yr
1\Pondpack\SWANSWW1.ppw
Time I
Output Time increment =
5.00 min
min I
--------
Time on left
represents
time for first
value in
each row.
I --------------------
.00 1
9357
10482
---
13064
15091
---------
15754
25.00
1
15790
15622
15425
15261
15113
50.00
1
15013
14945
14898
14867
14846
75.00
1
14831
14821
14813
14806
14798
100.00
1
14791
14783
14776
14769
14761
125.00
1
14754
14746
14739
14731
14724
150.00
1
14716
14709
14702
14694
14687
175.00
1
14679
14672
14664
14657
14650
200.00
1
14642
14635
14627
14620
14613
225.00
1
14605
14598
14590
14583
14575
250.00
1
14568
14561
14553
14546
14538
275.00
1
14531
14524
14516
14509
14501
300.00
1
14494
14487
14479
14472
14465
325.00
1
14457
14450
14442
14435
14428
350.00
1
14420
14413
14406
14398
14391
375.00
1
14383
14376
14369
14361
14354
400.00
1
14347
14339
14332
14325
14317
425.00
1
14310
14303
14295
14288
14281
450.00
1
14273
14266
14258
14251
14244
475.00
1
14236
14229
14222
14214
14207
500.00
1
14200
14192
14185
14178
14171
525.00
1
14163
14156
14149
14141
14134
550.00
1
14127
14119
14112
14105
14097
575.00
1
14090
14083
14075
14068
14061
600.00
1
14054
14046
14039
14032
14024
625.00
14017
14010
14003
13995
13988
650.00
13981
13973
13966
13959
13952
675.00
13944
13937
13930
13923
13915
700.00
13908
13901
13893
13886
13879
725.00
1
13872
13864
13857
13850
13843
750.00
1
13835
13828
13821
13814
13806
775.00
1
13799
13792
13785
13777
13770
800.00
1
13763
13756
13748
13741
13734
825.00
1
13727
13720
13712
13705
13698
850.00
1
13691
13683
13676
13669
13662
875.00
1
13655
13647
13640
13633
13626
900.00
13619
13611
13604
13597
13590
925.00
1
13583
13575
13568
13561
13554
950.00
1
13547
13539
13532
13525
13518
975.00
1
13511
13503
13496
13489
13482
1000.00
1
13475
13468
13460
13453
13446
1025.00
1
13439
13432
13425
13417
13410
1050.00
1
13403
13396
13389
13382
13374
SIN: 37YXYWGXTMC4�
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume
Page 3.01
II
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 10 Tag: 10
TIME vs. VOLUME (cu.ft)
Time I
Output Time increment =
5.00 min
min I
-------- I -----
Time on left
represents
time for first
value in
each row.
1075.00
1
----
13367
13360
13353
13346
13339
1100.00
I
13332
13324
13317
13310
13303
1125.00
I
13296
13289
13282
13274
13267
1150.00
I
13260
13253
13246
13239
13232
1175.00
I
13225
13217
13210
13203
13196
1200.00
1
13189
13182
13175
13168
13161
1225.00
13153
13146
13139
13132
13125
1250.00
13118
13111
13104
13097
13090
1275.00
13082
13075
13068
13061
13054
1300.00
1
13047
13040
13033
13026
13019
1325.00
13012
13005
12997
12990
12983
1350.00
12976
12969
12962
12955
12948
1375.00
1
12941
12934
12927
12920
12913
1400.00
12906
12899
12891
12884
12877
1425.00
12870
12863
12856
12849
12842
1450.00
1
12835
12828
12821
12814
12807
1475.00
12800
12793
12786
12779
12772
1500.00
12765
12758
12751
12744
12737
1525.00
12730
12723
12716
12709
12702
1550.00
1
12695
12688
12681
12674
12667
1575.00
1
12660
12653
12646
12639
12632
1600.00
1
12625
12618
12611
12604
12597
1625.00
1
12590
12583
12576
12569
12562
1650.00
1
12555
12548
12541
12534
12527
1675.00
1
12520
12513
12506
12499
12492
1700.00
I
12485
12478
12471
12464
12457
1725.00
I
12450
12443
12436
12429
12422
1750.00
12415
12408
12402
12395
12388
1775.00
12381
12374
12367
12360
12353
1800.00
12346
12339
12332
12325
12318
1825.00
1
12311
12304
12298
12291
12284
1850.00
1
12277
12270
12263
12256
12249
1875.00
1
12242
12235
12228
12221
12215
1900.00
12208
12201
12194
12187
12180
1925.00
12173
12166
12159
12152
12146
1950.00
1
12139
12132
12125
12118
12111
1975.00
1
12104
12097
12090
12084
12077
2000.00
1
12070
12063
12056
12049
12042
2025.00
I
12035
12029
12022
12015
12008
2050.00
12001
11994
11987
11981
11974
2075.00
1
11967
11959
11952
11944
11937
2100.00
1
11930
11922
11915
11908
11900
2125.00
1
11893
11886
11879
11871
11864
2150.00
1
11857
11850
11843
11836
11829
S/N: 37YXYWGXTMC4
Bentley Pond Pack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472
Storm... 10 Tag: 10
Page 3.02
' Event: 10 yr
5\SWQP No. 1\Pondpack\SWANSWW1.ppw
TIME vs. VOLUME (cu.ft)
Time I
Output Time
increment =
5.00 min
min I
---------
Time on left
--
represents time
for first
value in
each row.
2175.00
I
1
11822
--
11815
----
11808
-------------
11601
11794
2200.00
11787
11780
11773
11766
11759
2225.00
11752
11746
11739
11732
11725
2250.00
1
11719
11712
11705
11699
11692
2275.00
1
11685
11679
11672
11665
11659
2300.00
1
11652
11646
11639
11633
11626
2325.00
1
11620
11614
11607
11601
11594
2350.00
1
11588
11582
11575
11569
11563
2375.00
1
11557
11550
11544
11538
11532
2400.00
1
11526
11519
11513
11507
11501
2425.
00 1
11495
11489
11483
11477
11471
2450.00
1
11465
11459
11453
11447
11441
2475.00
1
11435
11429
11424
11418
11412
2500.00
1
11406
11400
11394
11389
11383
2525.00
1
11377
11371
11366
11360
11354
2550.00
1
11349
11343
11338
11332
11326
2575.00
1
11321
11315
11310
11304
11299
2600.00
1
11293
11288
11282
11277
11271
2625.00
1
11266
11261
11255
11250
11245
2650.00
1
11239
11234
11229
11223
11218
2675.00
1
11213
11208
11202
11197
11192
2700.00
1
11187
11182
11177
11171
11166
2725.00
1
11161
11156
11151
11146
11141
2750.00
1
11136
11131
11126
11121
11116
2775.00
1
11111
11106
11101
11096
11091
2800.00
1
11086
11082
11077
11072
11067
2825.00
1
11062
11057
11053
11046
11043
2850.00
11038
11034
11029
11024
11020
2875.00
11015
11010
11006
11001
10996
2900.00
10992
10987
10983
10978
10973
2925.00
1
10969
10964
10960
10955
10951
2950.00
1
10946
10942
10937
10933
10929
2975.00
1
10924
10920
10915
10911
10907
3000.00
1
10902
10898
10894
10889
10885
3025.00
1
10881
10877
10872
10868
10864
3050.00
1
10860
10855
10651
10847
10843
3075.00
1
10839
10834
10830
10826
10822
3100.00
1
10818
10814
10810
10806
10802
3125.00
1
10798
10794
10790
10785
10782
3150.00
1
10778
10774
10770
10766
10762
3175.00
1
10758
10754
10750
10746
10742
3200.00
1
10738
10734
10731
10727
10723
3225.00
1
10719
10715
10711
10708
10704
3250.00
I
10700
10696
10693
10689
10685
S/N: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swan3\E97472
Storm... 10 Tag: 10
Page 3.03
Event: 10 yr
5\SWQP No. 1\Pondpack\SWANSWW1.ppw
TIME vs. VOLUME (cu.ft)
Time I
Output Time
increment =
5.00 min
min I
Time on left
represents time for first
value in
each row.
_________I______________________________________________________________
3275.00
1
10681
10678
10674
10670
10667
3300.00
1
10663
10659
10656
10652
10648
3325.00
1
10645
10641
10638
10634
10630
3350.00
1
10627
10623
10620
10616
10613
3375.00
1
10609
10606
10602
10599
10595
3400.00
1
10592
10588
10585
10582
10578
3425.00
1
10575
10571
10568
10565
10561
3450.00
1
10558
10555
10551
10548
10545
3475.00
1
10541
10538
10535
10531
10528
3500.00
1
10525
10522
10518
10515
10512
3525.00
1
10509
10505
10502
10499
10496
3550.00
1
10493
10489
10486
10483
10480
3575.00
1
10477
10474
10471
10468
10464
3600.00
1
10461
10458
10455
10452
10449
3625.00
1
10446
10443
10440
10437
10434
3650.00
1
10431
10428
10425
10422
10419
3675.00
1
10416
10413
10410
10407
10404
3700.00
1
10401
10399
10396
10393
10390
3725.00
1
10387
10384
10381
10378
10376
3750.00
1
10373
10370
10367
10364
10361
3775.00
1
10359
10356
10353
10350
10348
3800.00
1
10345
10342
10339
10337
10334
3825.00
1
10331
10328
10326
10323
10320
3850.00
1
10318
10315
10312
10310
10307
3875.00
I
10304
10302
10299
10297
10294
3900.00
i
10291
10289
10286
10284
10281
3925.00
10278
10276
10273
10271
10268
3950.00
10266
10263
10261
10258
10256
3975.00
1
10253
10251
10248
10246
10243
4000.00
1
10241
10238
10236
10233
10231
4025.00
1
10229
10226
10224
10221
10219
4050.00
1
10217
10214
10212
10209
10207
4075.00
1
10205
10202
10200
10198
10195
4100.00
1
10193
10191
10188
10186
10184
4125.00
1
10181
10179
10177
10175
10172
4150.00
1
10170
10168
10166
10163
10161
4175.00
1
10159
10157
10154
10152
10150
4200.00
1
10148
10146
10143
10141
10139
4225.00
1
10137
10135
10133
10130
10128
4250.00
1
10126
10124
10122
10120
10118
4275.00
1
10116
10113
10111
10109
10107
4300.00
1
10105
10103
10101
10099
10097
4325.00
1
10095
10093
10091
10089
10087
4350.00
1
10085
10083
10081
10079
10077
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 10 Tag: 10
TIME vs. VOLUME (cu.ft)
Page 3.04
Event: 10 yr
1\Pondpack\SWANSWWI.ppw
Time I
Output Time
increment =
5.00 min
min
I
Time on left
represents time for first
value in
each row.
________I_______________
4375.00
1
10075
10073
10071
____________
10069
10067
4400.00
1
10065
10063
10061
10059
10057
4425.00
1
10055
10053
10051
10049
10047
4450.00
1
10045
10044
10042
10040
10038
4475.00
1
10036
10034
10032
10030
10028
4500.00
1
10027
10025
10023
10021
10019
4525.00
1
10017
10016
10014
10012
10010
4550.00
1
10008
10007
10005
10003
10001
4575.00
1
9999
9998
9996
9994
9992
4600.00
1
9991
9989
9987
9985
9984
4625.00
1
9982
9980
9978
9977
9975
4650.00
1
9973
9972
9970
9968
9966
4675.00
1
9965
9963
9961
9960
9958
4700.00
1
9956
9955
9953
9951
9950
4725.00
1
9948
9947
9945
9943
9942
4750.00
9940
9938
9937
9935
9934
4775.00
I
9932
9930
9929
9927
9926
4800.00
I
9924
9923
9921
9919
9918
4825.00
1
9916
9915
9913
9912
9910
4850.00
i
9909
9907
9906
9904
9903
4875.00
9901
9900
9898
9897
9895
4900.00
9894
9892
9891
9889
9888
4925.00
9886
9885
9883
9882
9880
4950.00
1
9879
9878
9876
9875
9873
4975.00
1
9872
9870
9869
9866
9866
5000.00
1
9865
9863
9862
9661
9859
5025.00
1
9858
9856
9855
9854
9852
5050.00
9851
9850
9848
9847
9846
5075.00
9844
9843
9841
9840
9839
5100.00
9837
9836
9835
9834
9832
5125.00
1
9831
9830
9828
9827
9826
5150.00
1
9824
9823
9822
9821
9819
5175.00
1
9818
9817
9815
9814
9813
5200.00
1
9812
9810
9809
9808
9807
5225.00
1
9805
9804
9803
9802
9800
5250.00
1
9799
9798
9797
9796
9794
5275.00
1
9793
9792
9791
9790
9788
5300.00
1
9787
9786
9785
9784
9783
5325.00
1
9781
9780
9779
9778
9777
5350.00
1
9776
9774
9773
9772
9771
5375.00
1
9770
9769
9768
9766
9765
5400.00
1
9764
9763
9762
9761
9760
5425.00
1
9759
9757
9756
9755
9754
5450.00
1
9753
9752
9751
9750
9749
SIN: 37YXYWGXTMC4
Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM
7/25/2006

Type.... Time vs. Volume Page 3.05
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWJ.ppw
Storm... 10 Tag: 10
TIME vs.
VOLUME (cu.ft)
Time
I
Output
Time increment =
5.00 min
min
_________I________________________________
I
Time on left
represents
time for first
value in
each row.
5475.00
1
9748
9747
9745
___________________
9744
9743
5500.00
1
9742
9741
9740
9739
9738
5525.00
1
9737
9736
9735
9734
9733
5550.00
1
9732
9731
9730
9729
9728
5575.00
9727
9726
9725
9724
9723
5600.00
9722
9721
9720
9719
9718
5625.00
9717
9716
9715
9714
9713
5650.00
I
9712
9711
9710
9709
9708
5675.00
1
9707
9706
9705
9704
9703
5700.00
I
9702
9701
9700
9699
9698
5725.00
9697
9696
9695
9695
9694
5750.00
9693
9692
9691
9690
9689
5775.00
9688
9687
9686
9685
9684
5800.00
9684
9683
9682
9681
9680
5825.00
9679
9678
9677
9676
9676
5850.00
9675
9674
9673
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 10 Tag: 10
Page 3.06
Event: 10 yr
1\Pondpack\SWANSWWI.ppw
TIME vs.
VOLUME (cu.ft)
Time I
Output
Time increment =
5.00 min
min
__________________________
Time on left
represents
time for first
value in
each row.
.00 1
9357
10043
__________
12522
15728
___
17600
25.00
I
17980
17700
17182
16663
16204
50.00
15829
15541
15329
15172
15053
75.00
I
14972
14917
14879
14854
14837
100.00
1
14825
14817
14809
14802
14794
125.00
14787
14779
14772
14764
14757
150.00
14750
14742
14735
14727
14720
175.00
1
14712
14705
14698
14690
14683
200.00
1
14675
14668
14660
14653
14646
225.00
1
14638
14631
14623
14616
14609
250.00
1
14601
14594
14586
14579
14571
275.00
1
14564
14557
14549
14542
14534
300.00
1
14527
14520
14512
14505
14498
325.00
1
14490
14483
14475
14468
14461
350.00
1
14453
14446
14438
14431
14424
375.00
1
14416
14409
14402
14394
14387
400.00
I
14379
14372
14365
14357
14350
425.00
I
14343
14335
14328
14321
14313
450.00
14306
14299
14291
14284
14277
475.00
14269
14262
14255
14247
14240
500.00
1
14233
14225
14218
14211
14203
525.00
1
14196
14189
14181
14174
14167
550.00
1
14159
14152
14145
14137
14130
575.00
1
14123
14115
14108
14101
14093
600.00
14086
14079
14072
14064
14057
625.00
14050
14042
14035
14028
14020
650.00
1
14013
14006
13999
13991
13984
675.00
1
13977
13970
13962
13955
13948
700.00
1
13940
13933
13926
13919
13911
725.00
1
13904
13897
13890
13882
13875
750.00
13868
13861
13853
13846
13839
775.00
13831
13824
13817
13810
13803
800.00
1
13795
13788
13781
13774
13766
825.00
1
13759
13752
13745
13737
13730
850.00
13723
13716
13708
13701
13694
875.00
13687
13680
13672
13665
13658
900.00
13651
13644
13636
13629
13622
925.00
1
13615
13607
13600
13593
13586
950.00
13579
13571
13564
13557
13550
975.00
13543
13536
13528
13521
13514
1000.00
13507
13500
13492
13485
13478
1025.00
13471
13464
13457
13449
13442
1050.00
I
13435
13428
13421
13414
13406
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type....
Time vs. Volume
Page 3.07
Name....
POND OUT Tag: 25
Event: 25 yr
File....
R:\LandonY Projects\Swans\E97472.5\SWQP No.
1\Pondpack\SWANSWW1.ppw
e
Storm...
25 Tag: 25
TIME vs. VOLUME (cu.ft)
Time I
Output Time
increment =
5.00 min
min
I
Time on left
represents time
for first
value in
each row.
---------
1075.00
I---------------------------------------
13399
13392
13385
------------
13378
13371
1100.00
13363
13356
13349
13342
13335
1125.00
1
13328
13321
13313
13306
13299
1150.00
1
13292
13285
13278
13271
13263
1175.00
1
13256
13249
13242
13235
13228
1200.00
1
13221
13214
13206
13199
13192
1225.00
1
13185
13178
13171
13164
13157
1250.00
1
13150
13142
13135
13128
13121
1275.00
1
13114
13107
13100
13093
13086
1300.00
1
13079
13072
13064
13057
13050
1325.00
1
13043
13036
13029
13022
13015
1350.00
1
13008
13001
12994
12987
12979
1375.00
1
12972
12965
12958
12951
12944
1400.00
1
12937
12930
12923
12916
12909
1425.00
1
12902
12895
12888
12881
12874
1450.00
12867
12860
12852
12845
12836
1475.00
12831
12824
12817
12810
12603
1500.00
1
12796
12789
12782
12775
12768
1525.00
1
12761
12754
12747
12740
12733
1550.00
1
12726
12719
12712
12705
12698
1575.00
1
12691
12684
12677
12670
12663
1600.00
1
12656
12649
12642
12635
12628
1625.00
1
12621
12614
12607
12600
12593
1650.00
1
12586
12579
12572
12565
12558
1675.00
1
12551
12544
12537
12530
12523
1700.00
1
12516
12509
12502
12495
12488
1725.00
1
12481
12474
12467
12460
12453
1750.00
1
12446
12440
12433
12426
12419
1775.00
1
12412
12405
12398
12391
12384
1800.00
1
12377
12370
12363
12356
12349
1825.00
1
12342
12335
12328
12321
12315
1850.00
1
12308
12301
12294
12287
12280
1875.00
1
12273
12266
12259
12252
12245
1900.00
1
12238
12232
12225
12218
12211
1925.00
1
12204
12197
12190
12163
12176
1950.00
1
12169
12162
12156
12149
12142
1975.00
1
12135
12128
12121
12114
12107
2000.00
1
12100
12094
12087
12080
12073
2025.00
1
12066
12059
12052
12045
12039
2050.00
1
12032
12025
12018
12011
12004
2075.00
1
11997
11991
11984
11977
11970
2100.00
1
11963
11955
11948
11940
11933
2125.00
1
11926
11918
11911
11904
11896
2150.00
1
11889
11882
11875
11868
11860
S/N: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time vs. Volume Page 3.08
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 25 Tag: 25
TIME vs. VOLUME (cu.ft)
Time I
Output Time increment =
5.00 min
min I
_________I___
Time on left
represents
time for first
value in
each row.
2175.00
1
11853
___________________
11846
11839
11832
___ __
11825
2200.00
1
11818
11811
11804
11797
11790
2225.00
1
11783
11776
11769
11762
11756
2250.00
1
11749
11742
11735
11728
11722
2275.00
1
11715
11708
11702
11695
11688
2300.00
1
11682
11675
11668
11662
11655
2325.00
1
11649
11642
11636
11629
11623
2350.00
1
11617
11610
11604
11597
11591
2375.00
1
11585
11578
11572
11566
'11559
2400.00
1
11553
11547
11541
11535
11528
2425.00
1
11522
11516
11510
11504
11498
2450.00
1
11492
11486
11480
11474
11468
2475.00
1
11462
11456
11450
11444
11438
2500.00
1
11432
11426
11420
11415
11409
2525.00
1
11403
11397
11391
11386
11380
2550.00
1
11374
11368
11363
11357
11351
2575.00
1
11346
11340
11335
11329
11323
2600.00
1
11318
11312
11307
11301
11296
2625.00
1
11290
11285
11279
11274
11269
2650.00
1
11263
11258
11252
11247
11242
2675.00
1
11236
11231
11226
11221
11215
2700.00
1
11210
11205
11200
11194
11189
2725.00
1
11184
11179
11174
11169
11164
2750.00
1
11158
11153
11148
11143
11138
2775.00
1
11133
11128
11123
11118
11113
2800.00
1
11108
11103
11099
11094
11089
2825.00
1
11084
11079
11074
11069
11064
2850.00
1
11060
11055
11050
11045
11041
2875.00
1
11036
11031
11026
11022
11017
2900.00
1
11012
11008
11003
10998
10994
2925.00
1
10989
10985
10980
10976
10971
2950.00
1
10966
10962
10957
10953
10948
2975.00
10944
10940
10935
10931
10926
3000.00
10922
10917
10913
10909
10904
3025.00
10900
10896
10891
10887
10883
3050.00
1
10878
10874
10870
10866
10661
3075.00
1
10857
10853
10849
10845
10840
3100.00
1
10836
10832
10828
10824
10820
3125.00
1
10816
10812
10808
10803
10799
3150.00
1
10795
10791
10787
10783
10779
3175.00
1
10775
10771
10767
10763
10760
3200.00
1
10756
10752
10748
10744
10740
3225.00
1
10736
10732
10728
10725
10721
3250.00
1
10717
10713
10709
10706
10702
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume Page 3.09
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.ppw
Storm... 25 Tag: 25
TIME vs. VOLUME (cu.ft)
Time I
Output Time increment =
5.00 min
min
I
Time on left
represents
time for first
value in
each row.
--------
3275.00
I ----------
1
10698
-------------------------------------
10694
10691
10687
10683
3300.00
1
10679
10676
10672
10668
10665
3325.00
1
10661
10657
10654
10650
10646
3350.00
1
10643
10639
10636
10632
10629
3375.00
1
10625
10621
10618
10614
10611
3400.00
1
10607
10604
10600
10597
10594
3425.00
1
10590
10587
10583
10580
10576
3450.00
10573
10570
10566
10563
10559
3475.00
10556
10553
10549
10546
10543
3500.00
1
10539
10536
10533
10530
10526
3525.00
1
10523
10520
10517
10513
10510
3550.00
1
10507
10504
10500
10497
10494
3575.00
1
10491
10488
10485
10481
10478
3600.00
1
10475
10472
10469
10466
10463
3625.00
1
10460
10457
10454
10451
10447
3650.00
1
10444
10441
10438
10435
10432
3675.00
1
10429
10426
10423
10420
10417
3700.00
1
10415
10412
10409
10406
10403
3725.00
I
10400
10397
10394
10391
10388
3750.00
1
10385
10383
10380
10377
10374
3775.00
I
10371
10368
10366
10363
10360
3800.00
10357
10354
10352
10349
10346
3825.00
10343
10341
10338
10335
10332
3850.00
10330
10327
10324
10322
10319
3875.00
10316
10314
10311
10308
10306
3900.00
1
10303
10300
10298
10295
10293
3925.00
1
10290
10287
10285
10282
10280
3950.00
1
10277
10274
10272
10269
10267
3975.00
1
10264
10262
10259
10257
10254
4000.00
1
10252
10249
10247
10244
10242
4025.00
1
10239
10237
10235
10232
10230
4050.00
1
10227
10225
10222
10220
10218
4075.00
1
10215
10213
10211
10208
10206
4100.00
1
10203
10201
10199
10196
10194
4125.00
10192
10189
10187
10185
10183
4150.00
10180
10178
10176
10173
10171
4175.00
I
10169
10167
10164
10162
10160
4200.00
1
10158
10155
10153
10151
10149
4225.00
1
10147
10144
10142
10140
10138
4250.00
10136
10134
10131
10129
10127
4275.00
10125
10123
10121
10119
10117
4300.00
1
10114
10112
10110
10108
10106
4325.00
1
10104
10102
10100
10098
10096
4350.00
1
10094
10092
10090
10088
10086
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 25 -
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 25 Tag: 25
TIME vs. VOLUME (cu.ft)
Page 3.10
Event: 25 yr
1\Pondpack\SWANSWW1.ppw
Time I
Output Time
increment =
5.00 min
min I
Time on left
represents time
for first
value in
each row.
________I_________
4375.00
1
10084
_
10082
10080
____________
10078
10076
4400.00
1
10074
10072
10070
10068
10066
4425.00
1
10064
10062
10060
10058
10056
4450.00
1
10054
10052
10050
10048
10046
4475.00
1
10044
10042
10041
10039
10037
4500.00
1
10035
10033
10031
10029
10027
4525.00
1
10026
10024
10022
10020
10018
4550.00
1
10016
10015
10013
10011
10009
4575.00
1
10007
10006
10004
10002
10000
4600.00
1
9998
9997
9995
9993
9991
4625.
00 1
9990
9988
9986
9984
9983
4650.00
1
9981
9979
9977
9976
9974
4675.00
1
9972
9971
9969
9967
9966
4700.00
1
9964
9962
9961
9959
9957
4725.00
1
9956
9954
9952
9951
9949
4750.00
1
9947
9946
9944
9942
9941
4775.00
1
9939
9938
9936
9934
9933
4800.00
1
9931
9930
9928
9926
9925
4825.00
1
9923
9922
9920
9919
9917
4850.00
1
9916
9914
9912
9911
9909
4875.00
1
9908
9906
9905
9903
9902
4900.00
1
9900
9899
9897
9896
9894
4925.00
1
9893
9891
9890
9888
9887
4950.00
1
9885
9884
9883
9881
9880
4975.00
1
9878
9877
9875
9874
9872
5000.00
1
9871
9870
9868
9867
9865
5025.00
1
9864
9863
9861
9860
9858
5050.00
1
9857
9856
9854
9853
9852
5075.00
1
9850
9849
9647
9846
9845
5100.00
1
9843
9842
9841
9839
9838
5125.00
1
9837
9835
9834
9833
9831
5150.00
1
9830
9829
9828
9826
9825
5175.00
1
9824
9822
9821
9820
9819
5200.00
1
9817
9816
9815
9813
9812
5225.00
1
9811
9810
9808
9807
9806
5250.00
1
9805
9804
9802
9801
9800
5275.00
1
9799
9797
9796
9795
9794
5300.00
1
9793
9791
9790
9789
9788
5325.00
1
9787
9785
9784
9783
9782
5350.00
1
9781
9780
9778
9777
9776
5375.
00 1
9775
9774
9773
9771
9770
5400.00
1
9769
9768
9767
9766
9765
5425.00
1
9764
9762
9761
9760
9759
5450.00
1
9758
9757
9756
9755
9754
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00) 2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume Page 3.11
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 25 Tag: 25
TIME vs. VOLUME (cu.ft)
Time I
Output Time increment =
5.00 min
min I
-------- I ---------------
Time on left
represents
time for first
value in
each row.
5475.00
1
9752
9751
----
9750
---------
9749
9748
5500.00
1
9747
9746
9745
9744
9743
5525.00
1
9742
9741
9740
9739
9737
5550.00
1
9736
9735
9734
9733
9732
5575.00
1
9731
9730
9729
9728
9727
5600.00
1
9726
9725
9724
•9723
9722
5625.00
1
9721
9720
9719
9718
9717
5650.00
1
9716
9715
9714
9713
9712
5675.00
1
9711
9710
9709
9708
9707
5700.00
1
9706
9705
9704
9703
9702
5725.00
1
9702
9701
9700
9699
9698
5750.00
1
9697
9696
9695
9694
9693
5775.00
1
9692
9691
9690
9689
9689
5800.00
1
9688
9687
9686
9685
9684
5825.00
1
9683
9682
9681
9680
9679
5850.00
I
9679
9678
9677
9676
9675
5875.00
9674
9673
9672
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 25
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 25 Tag: 25
Page 3.12
Event: 25 yr
1\Pondpack\SWANSWW1.ppw
TIME vs.
VOLUME (cu.ft)
Time I
Output Time
increment -
5.00 min
min I
Time on left
represents
time for first
value in
each row.
________I______________________________________
.00 1
9357
9719
11316
14582
18260
25.00
1
21098
22884
23797
24073
23885
50.00
1
23379
22661
21810
20855
19809
75.00
1
18748
17716
16823
16203
15774
100.00
1
15485
15277
15124
15020
14950
125.00
1
14902
14669
14847
14832
14822
150.00
1
14814
14806
14799
14791
14784
175:00
1
14777
14769
14762
14754
14747
200.00
1
14739
14732
14725
14717
14710
225.
00 1
14702
14695
14687
14680
14672
250.00
1
14665
14658
14650
14643
14635
275.00
1
14628
14621
14613
14606
14598
300.00
1
14591
14584
14576
14569
14561
325.00
1
14554
14547
14539
14532
14524
350.00
1
14517
14510
14502
14495
14487
375.00
1
14480
14473
14465
14458
14450
400.00
1
14443
14436
14428
14421
14414
425.00
1
14406
14399
14391
14384
14377
450.00
1
14369
14362
14355
14347
14340
475.00
1
14333
14325
14318
14311
14303
500.00
1
14296
14288
14281
14274
14266
525.00
1
14259
14252
14244
14237
14230
550.00
1
14222
14215
14208
14200
14193
575.00
1
14186
14178
14171
14164
14157
600.00
1
14149
14142
14135
14127
14120
625.00
1
14113
14105
14098
14091
14083
650.00
1
14076
14069
14062
14054
14047
675.00
1
14040
14032
14025
14018
14010
700.00
1
14003
13996
13989
13981
13974
725.00
1
13967
13960
13952
13945
13938
750.00
1
13930
13923
13916
13909
13901
775.00
1
13894
13887
13880
13872
13865
800.00
1
13858
13851
13843
•13836
13829
825.00
1
13822
13814
13807
13800
13793
850.00
1
13785
13778
13771
13764
13756
875.00
1
13749
13742
13735
13727
13720
900.00
1
13713
13706
13699
13691
13684
925.00
1
13677
13670
13662
13655
13648
950.00
1
13641
13634
13626
13619
13612
975.00
(
13605
13598
13590
13583
13576
1000.00
1
13569
13562
13554
13547
13540
1025.00
1
13533
13526
13518
13511
13504
1050.00
1
13497
13490
13483
13475
13468
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00) 2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 100 Tag: 100
Page 3.13
Event: 100 yr
1\Pondpack\SWANSWW1,ppw
TIME vs.
VOLUME (cu.ft)
Time
I
Output Time
increment =
5.00 min
min I
Time on left
represents
time for first
value in
each row.
________I_____
1075.00
1
13461
13454
13447
13440
13432
1100.00
1
13425
1341E
13411
13404
13397
1125.00
1
13389
13382
13375
13368
13361
1150.00
1
13354
13346
13339
13332
13325
1175.00
1
13318
13311
13304
13296
13289
1200.00
1
13282
13275
13268
13261
13254
1225.00
1
13247
13239
13232
13225
13218
1250.00
1
13211
13204
13197
13190
13182
1275.00
1
13175
13168
13161
13154
13147
1300.00
1
13140
13133
13126
13119
13111
1325.00
1
13104
13097
13090
13083
13076
1350.00
1
13069
13062
13055
13048
13041
1375.00
13033
13026
13019
13012
13005
1400.00
12998
12991
12984
12977
12970
1425.00
12963
12956
12949
12942
12934
1450.00
1
12927
12920
12913
12906
12899
1475.00
12892
12885
12878
12871,
12864
1500.00
1
12857
12850
12843
12836
12829
1525.00
12822
12815
12808
12801
12794
1550.00
1
12786
12779
12772
12765
12758
1575.00
1
12751
12744
12737
12730
12723
1600.00
I
12716
12709
12702
12695
12688
1625.00
1
12681
12674
12667
12660
12653
1650.00
12646
12639
12632
12625
12618
1675.00
12611
12604
12597
12590
12583
1700.00
1
12576
12569
12562
12555
12548
1725.00
1
12541
12534
12527
12520
12513
1750.00
1
12507
12500
12493
12486
12479
1775.00
1
12472
12465
12458
12451
12444
1800.00
1
12437
12430
12423
12416
12409
1825.00
1
12402
12395
12388
12381
12374
1850.00
1
12367
12360
12354
12347
12340
1875.00
1
12333
12326
12319
12312
12305
1900.00
1
12298
12291
12284
12277
12270
1925.00
1
12264
12257
12250
12243
12236
1950.00
1
12229
12222
12215
12208
12201
1975.00
12194
12188
12181
12174
12167
2000.00
12160
12153
12146
12139
12132
2025.00
1
12125
12119
12112
12105
12098
2050.00
1
12091
12084
12077
12070
12064
2075.00
1
12057
12050
12043
12036
12029
2100.00
1
12022
12015
12009
12002
11995
2125.00
1
11988
11981
11974
11967
11960
2150.00
1
11952
11945
11938
11930
11923
SIN: 37YXYWGXTMC4
Bentley Pondeack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume Page 3.14
Name.... POND OUT Tag: 100 Event: 100 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 100 Tag: 100
TIME vs.
VOLUME (cu.ft)
Time I
Output Time
increment =
5.00 min
min I
_________I_______________________
Time on left
represents
time for first
value in
each row.
2175.00
1
11915
11908
_______
11901
11894
__
11886
2200.00
1
11879
11872
11865
11858
11851
2225.00
1
11644
11836
11829
11822
11815
2250.00
1
11808
11801
11794
11787
11781
2275.00
1
11774
11767
11760
11753
11746
2300.00
1
11739
11733
11726
11719
11712
2325.00
1
11706
11699
11692
11686
11679
2350.00
1
11673
11666
11659
11653
11646
2375.00
1
11640
11633
11627
11621
11614
2400.00
1
11608
11601
11595
11589
11582
2425.00
1
11576
11570
11563
11557
11551
2450.00
1
11545
11538
11532
11526
11520
2475.00
1
11514
11508
11502
11496
11489
2500.00
1
11483
11477
11471
11465
11459
2525.00
1
11454
11448
11442
11436
11430
2550.00
1
11424
11418
11412
11407
11401
2575.00
1
11395
11389
11383
11378
11372
2600.00
1
11366
11361
11355
11349
11344
2625.00
1
11338
11332
11327
11321
11316
2650.00
11310
11305
11299
11294
11288
2675.00
11283
11277
11272
11267
11261
2700.00
11256
11250
11245
11240
11234
2725.00
11229
11224
11219
11213
11208
2750.00
1
11203
11198
11192
11187
11182
2775.00
1
11177
11172
11167
11162
11157
2800.00
1
11151
11146
11141
11136
11131
2825.00
1
11126
11121
11116
11111
11107
2850.00
1
11102
11097
11092
11087
11082
2875.00
1
11077
11072
11068
11063
11058
2900.00
1
11053
11048
11044
11039
11034
2925.00
1
11029
11025
11020
11015
11011
2950.00
1
11006
I1001
10997
10992
10988
2975.00
1
10983
10978
10974
10969
10965
3000.00
1
10960
10956
10951
10947
10942
3025.00
1
10938
10933
10929
10925
10920
3050.00
1
10916
10911
10907
10903
10898
3075.00
1
10894
10890
10885
10881
10877
3100.00
1
10873
10868
10864
10860
10856
3125.00
1
10851
10847
10843
10839
10835
3150.00
1
10831
10827
10822
10818
10814
3175.00
1
10810
10806
10802
10798
10794
3200.00
1
10790
10786
10782
10778
10774
3225.00
1
10770
10766
10762
10758
10754
3250.00
1
10750
10746
10742
10739
10735
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00) 2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472
Storm... 100 Tag: 100
Page 3.15
Event: 100 yr
5\SWQP No. 1\Pondpack\SWANSWW1.ppw
TIME vs.
VOLUME (cu.ft)
Time I
Output Time
increment =
5.00 min
min I
---------
Time on left
represents
time for first
value in
each row.
3275.00
I ----------
1
10731
--
10727
--
10723
-----
10719
10716
3300.00
1
10712
10708
10704
10700
10697
3325.00
10693
10689
10685
10682
10678
3350.00
10674
10671
10667
10663
10660
3375.00
1
10656
10652
10649
10645
10642
3400.00
1
10638
10634
10631
10627
10624
3425.00
1
10620
10617
10613
10610
10606
3450.00
1
10603
10599
10596
10592
10589
3475.00
1
10585
10582
10578
10575
10572
3500.00
1
10568
10565
10562
10558
10555
3525.00
1
10551
10548
10545
10541
10538
3550.00
1
10535
10532
10528
10525
10522
3575.00
1
10519
10515
10512
10509
10506
3600.00
1
10502
10499
10496
10493
10490
3625.00
1
10487
10483
10480
10477
10474
3650.00
1
10471
10468
10465
10462
10459
3675.00
1
10455
10452
10449
10446
10443
3700.00
1
10440
10437
10434
10431
10428
3725.00
1
10425
10422
10419
10416
10413
3750.00
1
10410
10408
10405
10402
10399
3775.00
1
10396
10393
10390
10387
10384
3800.00
1
10382
10379
10376
10373
10370
3825.00
1
10367
10365
10362
10359
10356
3850.00
1
10353
10351
10348
10345
10342
3875.00
1
10340
10337
10334
10331
10329
3900.00
1
10326
10323
10321
10318
10315
3925.00
1
10313
10310
10307
10305
10302
3950.00
1
10299
10297
10294
10292
10289
3975.00
1
10286
10284
10281
10279
10276
4000.00
1
10274
10271
10268
10266
10263
4025.00
1
10261
10258
10256
10253
10251
4050.00
1
10248
10246
10243
10241
10239
4075.00
1
10236
10234
10231
10229
10226
4100.00
1
10224
10222
10219
10217
10214
4125.00
1
10212
10210
10207
10205
10203
4150.00
1
10200
10198
10196
10193
10191
4175.00
1
10189
10186
10184
10182
10179
4200.00
10177
10175
10173
10170
10168
4225.00
10166
10164
10161
10159
10157
4250.00
10155
10152
10150
10148
10146
4275.00
1
10144
10141
10139
10137
10135
4300.00
1
10133
10131
10129
10126
10124
4325.00
1
10122
10120
10118
10116
10114
4350.00
1
10112
10109
10107
10105
10103
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Time vs. Volume Page 3.16
Name.... POND OUT Tag: 100 Event: 100 yr
File.... R:\LandonY Project3\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.ppw
Storm... 100 Tag: 100
TIME vs. VOLUME (cu.ft)
Time I
Output Time
increment =
5.00 min
min
I
Time on left
represents time for first
value in
each row.
_________I_______________________________
4375.00
1
10101
10099
10097
10095
10093
4400.00
1
10091
10089
10087
10085
10083
4425.00
1
10081
10079
10077
10075
10073
4450.00
1
10071
10069
10067
10065
10063
4475.00
1
10061
10059
10057
10055
10053
4500.00
1
10051
10049
10048
10046
10044
4525.00
1
10042
10040
10038
10036
10034
4550.00
1
10032
10030
10029
10027
10025
4575.00
1
10023
10021
10019
10018
10016
4600.00
1
10014
10012
10010
10008
10007
4625.00
1
10005
10003
10001
10000
9998
4650.00
1
9996
9994
9992
9991
9989
4675.00
1
9987
9985
9984
9982
9980
4700.00
1
9979
9977
9975
9973
9972
4725.00
1
9970
9968
9967
9965
9963
4750.00
1
9962
9960
9958
9957
9955
4775.00
1
9953
9952
9950
9948
9947
4800.00
1
9945
9943
9942
9940
9939
4825.00
1
9937
9935
9934
9932
9931
4850.00
1
9929
9927
9926
9924
9923
4875.00
1
9921
9920
9918
9916
9915
4900.00
1
9913
9912
9910
9909
9907
4925.00
1
9906
9904
9903
9901
9900
4950.00
1
9898
9897
9895
9894
9892
4975.00
1
9891
9889
9888
9886
9885
5000.00
1
9883
9882
9881
9879
9878
5025.00
1
9876
9875
9873
9872
9871
5050.00
9869
9868
9866
9865
9863
5075.00
9862
9861
9859
9858
9857
5100.00
9855
9854
9852
9851
9850
5125.00
1
9848
9847
9846
9844
9843
5150.00
1
9842
9840
9839
9838
9836
5175.00
1
9835
9834
9832
9831
9830
5200.00
1
9828
9827
9826
9824
9823
5225.00
1
9822
9821
9819
9818
9817
5250.00
1
9816
9814
9813
9812
9811
5275.00
1
9809
9808
9807
9806
9804
5300.00
1
9803
9802
9801
9799
9798
5325.00
1
9797
9796
9795
9793
9792
5350.00
1
9791
9790
9789
9767
9786
5375.00
1
9785
9784
9783
9761
9780
5400.00
1
9779
9778
9777
9776
9774
5425.00
1
9773
9772
9771
9770
9769
5450.00
1
9768
9766
9765
9764
9763
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume Page 3.17
Name.... POND OUT Tag: 100 Event: 100 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 100 Tag: 100
TIME vs.
VOLUME (cu.ft)
Time
Output
Time increment =
5.00 min
min
Time on left
represents
time for first
value in
each row.
________1
5475.00
9762
9761
_______________________________
9760
9759
9758
5500.00
9756
9755
9754
9753
9752
5525.00
I
9751
9750
9749
9748
9747
5550.00
1
9746
9745
9743
9742
9741
5575.00
1
9740
9739
9738
9737
9736
5600.00
I
9735
9734
9733
9732
9731
5625.00
I
9730
9729
9728
9727
9726
5650.00
I
9725
9724
9723
9722
9721
5675.00
9720
9719
9718
9717
9716
5700.00
9715
9714
9713
9712
9711
5725.00
9710
9709
9708
9707
9706
5750.00
1
9705
9704
9703
9702
9701
5775.00
1
9700
9699
9698
9697
9696
5800.00
1
9696
9695
9694
9693
9692
5825.00
9691
9690
9689
9688
9687
5850.00
9686
9685
9685
9684
9683
5875.00
1
9682
9681
9680
9679
9678
5900.00
9677
9677
9676
9675
9674
5925.00
9673
9672
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume Page 3.18
Name.... POND OUT Tag: 100 Event: 100 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 100 Tag: 100
Elevation
Planimeter Area
Al+A2+sgr(A1*A2)
Volume
Volume Sum
(ft)
(sq.in) (sq.ft)
(sq.ft)
(cu.ft)
(cu.ft)
---------------------------'
11.00
----- 954
0
0
--------
0
12.00
----- 1342
3427
1142
1142
13.00
----- 1846
4762
1587
2730
14.00
----- 3268
7570
2523
5253
15.00
----- 5000
12310
4103
9357
16.00
----- 5936
16384
5461
14818
17.00
----- 6944
19300
6433
21251
18.00
----- 8024
22432
7477
28729
19.00
----- 9176
25781
8594
37322
20.00
----- 10400
29345
9782
47104
POND VOLUME EQUATIONS
* Incremental volume
computed
by the Conic Method for
Reservoir Volumes.
Volume = (1/3) * (EL2-EL1)
*
(Areal + Area2 + sq.rt.(Areal*Area2))
where: EL1, EL2
= Lower
and upper elevations of
the increment
Areal,Area2
= Areas
computed for EL1, EL2,
respectively
Volume
= Incremental
volume between EL1
and EL2
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Vol: Elev-Area
Name.... POND
Page 4.01
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 11.00 It
Increment = .50 ft
Max. Elev.= 20.00 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
o---> Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
_ ------- --------- --------
Stand Pipe SP ---> CV 16.000 20.000
Orifice -Circular OR ---> CV 15.000 20.000
Culvert -Circular CV ---> TW 11.000 20.000
TW SETUP, DS Channel
SIN: 37YXYWOXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Outlet Input Data
Name.... OUTLET 1
Page 5.01
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID
= SP
Structure Type
------------------------------------
= Stand Pipe
# of Openings
= 1
Invert Elev.
= 16.00 ft
Diameter
= 10.00 in
Orifice Area
= 1.7671 sq.ft
Orifice Coeff.
_ .510
Weir Length
= 4.71 ft
Weir Coeff.
= 3.330
K, Reverse
= 1.000
Mannings n
= .0000
Kev,Charged Riser
= .000
Weir Submergence
= No
Structure ID = OR
Structure Type = Orifice -Circular
----------------- ___------
# of Openings = 1
Invert Elev. = 15.00 ft
Diameter = 1.00 in
Orifice Coeff. _ .510
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Outlet Input Data
Name.... OUTLET 1
Page 5.02
File.... R:\LandonY Projects\Swans\E97472.5\SWAP No. 1\Pondpack\SWANSWWI.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = Cv
Structure Type = Culvert -Circular
------------------------------------
No. Barrels
Barrel Diameter
Upstream Invert
Dnstream Invert
Horiz. Length
Barrel Length
Barrel Slope
OUTLET CONTROL DATA...
.0240
Mannings n =
Ke = 5000
Kb = .183022
Kr = 1.0000
HW Convergence =
.001
INLET
CONTROL DATA...
Equation
form =
1
Inlet
Control K =
Inlet
Control M =
2.0000
Inlet
Control c =
.03980
Inlet
Control Y =
.6700
T1 ratio
(HW/D) =
1.102
T2 ratio
(HW/D) =
1.291
Slope
Factor =
-.500
Calc
inlet only =
Yes
=
1
= 8.00
in
= 11.00
ft
= 9.00
ft
= 65.00
ft
= 65.03
ft
_ .03077
ft/ft
(forward entrance loss)
(per ft of full flow)
(reverse
entrance loss)
+/- ft
Use unsubmerged inlet control Form 1 equ. below TI elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone
between
unsubmerged
and submer ged inlet control,
interpolate between
flows
at T1 s T2...
At TI Elev = 11.73
ft
---> Flow
= 1.00 cfs
At T2 Elev = 11.86
ft
---> Flow
= 1.19 cfs
Structure ID = TW
Structure Type = TW SETUP, DS Channel
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations 30
Min.
TW
tolerance =
.O1
ft
Max.
TW
tolerance =
.O1
ft
Min.
HW
tolerance =
.O1
ft
Max.
HW
tolerance =
.O1
ft
Min.
Q
tolerance =
.10
cfs
Max.
Q
tolerance =
.10
cfs
S/N: 37YXYWGXTMCA Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:95 PM 7/25/2006

Type.... Outlet Input Data
Name.... OUTLET 1
Page 5.03
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = SP (Stand Pipe)
--------------------------------------
Upstream ID = (Pond Water Surface)
DNstream ID = CV (Culvert -Circular)
Pond
WS.
Device
(into) Converge
Next DS
HGL Q SUM DS Chan. TW
Elev.
Q
HW HGL DS HGL
DS HGL Error Error TW
Error
ft
cfs
It It
It +/-ft
+/-cfs It
+/-ft
-------
11.00
--------
.00
---------------
... ...
------- ------
...
-------------
... ... Free
-------
Outfall
WS below an invert;
no flow.
11.50
.00
... ...
...
... ... Free
Outfall
WS below an invert;
no flow.
12.00
.00
... ...
...
... ... Free
Outfall
WS below an invert;
no flow.
12.50
.00
... ...
...
... ... Free
Outfall
WS below an invert;
no flow.
13.00
.00
... ...
...
... ... Free
Outfall
WS below an invert;
no flow.
13.50
.00
... ...
...
... ... Free
Outfall
WS below an invert;
no flow.
14.00
.00
... ...
...
... ... Free
Outfall
WS below an invert;
no flow.
14.50
.00
... ...
...
... ... Free
Outfall
WS below an invert;
no flow.
15.00
.00
... ...
...
... ... Free
Outfall
WS below an invert;
no flow.
15.50
.00
... ...
...
... ... Free
Outfall
WS below an invert;
no flow.
16.00
.00
... ...
...
... ... Free
Outfall
WS below an invert;
no flow.
16.50
5.11
16.50 16.50
16.50
.000 .000 Free
Outfall
FULLY CHARGED RISER:
Orifice Equation
Control to
Crest; H=.50
17.00
7.23
17.00 17.00
17.00
.000 .000 Free
Outfall
FULLY CHARGED RISER:
Orifice Equation
Control to
Crest; H=1.00
17.50
*
17.50 17.50
17.50
.000 .000 Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL: Kev=O.
Hev=0.000
18.00
*
19.00 18.00
18.00
.000 .000 Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL: Kev=O.
Hev=0.000
18.50
*
18.50 18.50
18.50
.000 .000 Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL: Kev=O.
Hev=0.000
19.00
*
19.00 19.00
19.00
.000 .000 Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL: Kev=O.
Hev=0.000
19.50
*
19.50 19.50
19.50
.000 .000 Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL: Kev=O.
Hev=0.000
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Individual Outlet Curves
Name.... OUTLET 1
Page 5.04
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure
--------------------------------------
ID = SP
(Stand Pipe)
Upstream
ID =
(Pond Water Surface)
DNstream
ID = CV
(Culvert -Circular)
Pond WS.
Device (into)
Converge
Next DS HGL Q SUM
DS Chan. TW
Elev.
Q HW HGL
DS HGL
DS HGL Error Error
TW Error
ft
__
cfs ft
-------
ft
--------
ft +/-ft +/-cfs
-------
ft +/-ft
20.00
* 20.00
20.00
------
20.00 .000 .000
__
Free Outfall
FULLY CHARGED
RISER, DOWNSTREAM CONTROL: Kev=O.
Hev=0.000
SIN: 37YXYWGXTMC9
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Individual Outlet Curves
Name.... OUTLET 1
Page 5.05
1 File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWl.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = OR (Orifice -Circular)
--------------------------------------
Upstream ID = (Pond Water Surface)
DNstream IO = CV (Culvert -Circular)
Pond
WS.
Device
(into) Converge
Next
DS HGL
Q SUM
DS Chan. TW
Elev.
Q
HW HGL
DS HGL
DS HGL
Error
Error
TW
Error
ft
--------
cfs
--------
ft
---
It
ft
+/-ft
+/-cfs
It
+/-ft
11.00
.00
...
-------
...
...
------
...
Free
--_--
Outfall
WS
below an
invert;
no flow.
11.50
.00
...
...
...
...
...
Free
Outfall
WS
below an
invert;
no flow.
12.00
.00
...
...
...
...
...
Free
Outfall
WS
below an
invert;
no flow.
12.50
.00
...
...
...
...
...
Free
Outfall
WS
below an
invert;
no flow.
13.00
.00
...
...
...
...
...
Free
Outfall
WS
below an
invert;
no flow.
13.50
.00
...
...
...
...
...
Free
Outfall
WS
below an
invert;
no flow.
14.00
.00
...
...
...
...
...
Free
Outfall
WS
below an
invert;
no flow.
14.50
.00
...
...
...
...
...
Free
Outfall
WS
below an
invert;
no flow.
15.00
.00
...
...
...
...
...
Free
Outfall
WS
below an
invert;
no flow.
15.50
.02
15.50
Free
11.10
.000
.000
Free
Outfall
H
=.46
16.00
.02
16.00
Free
11.10
.000
.000
Free
Outfall
H
=.96
16.50
.00
16.50
16.50
16.50
.000
.000
Free
Outfall
H
=.00
17.00
.00
17.00
17.00
17.00
.000
.000
Free
Outfall
H
=.00
17.50
*
17.50
17.50
17.50
.000
.000
Free
Outfall
FLOW PRECEDENCE
SET
TO DOWNSTREAM
CONTROLLING
STRUCTURE
18.00
*
18.00
18.00
18.00
.000
.000
Free
Outfall
FLOW PRECEDENCE
SET
TO DOWNSTREAM
CONTROLLING
STRUCTURE
18.50
*
18.50
18.50
18.50
.000
.000
Free
Outfall
FLOW PRECEDENCE
SET
TO DOWNSTREAM
CONTROLLING
STRUCTURE
19.00
*
19.00
19.00
19.00
.000
.000
Free
Outfall
FLOW PRECEDENCE SET
TO DOWNSTREAM
CONTROLLING
STRUCTURE
19.50
*
19.50
19.50
19.50
.000
.000
Free
Outfall
FLOW PRECEDENCE SET
TO DOWNSTREAM
CONTROLLING
STRUCTURE
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Individual Outlet Curves
Name.... OUTLET 1
Page 5.06
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
RATING TABLE FOR ONE
OUTLET
TYPE
Structure
ID = OR
(Orifice
-Circular)
Upstream
___ ______
ID (Pond
Water
-____----
Surface)
DNstream
ID = CV
(Culvert
-Circular)
Pond WS.
Device (into)
Converge
Next
DS HGL Q SUM
DS Chan. TW
Elev.
Q HW HGL
DS HGL
DS HGL
Error Error
TW Error
ft
cfs ft
ft
ft
+/-ft +/-cfs
ft +/-ft
--------
20.00
--------
* 20.00
--------
20.00
-------
20.00
------ ------
.000 .000
--------------
Free Outfall
FLOW PRECEDENCE
SET
TO DOWNSTREAM
CONTROLLING
STRUCTURE
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Individual Outlet Curves
Name.... OUTLET 1
Page 5.07
1 File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CV (Culvert -Circular)
--------------------------------------
Mannings open channel maximum capacity: 1.24 cfs
UPstream ID's= SP, OR
DNstream ID = TW (Pond Outfall)
Pond
WS.
Device
(into) Converge Next
US
HGL Q
SUM
IS Chan. TW
Elev.
Q
HW HGL US HGL DS HGL
Error
Error
TW
Error
ft
cfs
--------
ft ft ft
---------------
+/-ft
+/-cfs
ft
+/-ft
11.00
.00
-------
... ...
--
...
...
__
Free
_
Outfall
WS below an invert; no flow.
11.50
.00
... ... ...
...
...
Free
Outfall
WS below an invert; no flow.
12.00
.00
... ... ...
...
...
Free
Outfall
WS below an invert; no flow.
12.50
.00
... ... ...
...
...
Free
Outfall
WS below an invert; no flow.
13.00
.00
... ... ...
...
...
Free
Outfall
WS below an invert; no flow.
13.50
.00
... ... ...
...
...
Free
Outfall
WS below an invert; no flow.
14.00
.00
... ... ...
...
...
Free
Outfall
WS below an invert; no flow.
14.50
.00
... ... ...
...
...
Free
Outfall
WS below an invert; no flow.
15.00
.00
... ... ...
...
...
Free
Outfall
WS below an invert; no flow.
15.50
.02
11.10 Free Free
.000
.009
Free
Outfall
INLET CONTROL... Equ.l: HW
=.10
do=1.00
Ac=.0252
16.00
.02
11.10 Free Free
.000
.002
Free
Outfall
INLET CONTROL... Equ.l: HW
=.10
do=1.00
Ac=.0252
16.50
3.94
16.50 Free Free
.000 1.175
Free
Outfall
INLET CONTROL... Submerged:
HW
=5.50
17.00
4.13
17.00 Free Free
.000 3.103
Free
Outfall
INLET CONTROL... Submerged:
HW
=6.00
17.50
4.31
17.50 Free Free
.000 4.546
Free
Outfall
INLET CONTROL... Submerged:
HW
=6.50
18.00
4.48
18.00 Free Free
.000 5.741
Free
Outfall
INLET CONTROL... Submerged:
HW
-7.00
18.50
4.65
18.50 Free Free
.000 6.781
Free
Outfall
INLET CONTROL... Submerged:
HW
=7.50
19.00
4.81
19.00 Free Free
.000 7.710
Free
Outfall
INLET CONTROL... Submerged:
HW
=8.00
19.50
4.97
19.50 Free Free
.000 8.556
Free
Outfall
INLET CONTROL... Submerged:
HW
-8.50
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Individual Outlet Curves
Name.... OUTLET 1
Page 5.08
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CV (Culvert -Circular)
--------------------------------------
Mannings open channel maximum capacity: 1.24 cfs
Upstream ID's= SP, OR
DNstream ID = TW (Pond Outfall)
Pond WS. Device (into) Converge Next IS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft +/-cfs ft +/-ft
-------- -------- ------- -------- ------- ------ --------------------
20.00 5.12 20.00 Free Free .000 9.339 Free outfall
INLET CONTROL... Submerged: HW =9.00
SIN: 37YXYWGXTMC9
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Individual Outlet Curves
Name.... OUTLET 1
Page 5.09
"**** COMPOSITE OUTFLOW SUMMARY ...
WS Elev,
Total Q
Notes
- ----
-- Converge
---------------
Elev.
Q
TW Elev
Error
ft
cfs
__
ft
+/-ft
Contributing Structures
11.00
.00
Free
-- ____
Outfall
(no Q:
__________________
SP,OR,CV)
11.50
.00
Free
Outfall
(no Q:
SP,OR,CV)
12.00
.00
Free
Outfall
(no Q:
SP,OR,CV)
12.50
.00
Free
Outfall
(no Q:
SP,OR,CV)
13.00
.00
Free
Outfall
(no Q:
SP,OR,CV)
13.50
.00
Free
Outfall
(no Q:
SP,OR,CV)
14.00
.00
Free
Outfall
(no Q:
SP,OR,CV)
14.50
.00
Free
Outfall
(no Q:
SP,OR,CV)
15.00
.00
Free
Outfall
(no Q:
SP,OR,CV)
15.50
.02
Free
Outfall
OR,CV
(no Q: SP)
16.00
.02
Free
Outfall
OR,CV
(no Q: SP)
16.50
3.94
Free
Outfall
SP,OR,CV
17.00
4.13
Free
Outfall
SP,OR,CV
17.50
4.31
Free
Outfall
SP,CV
(no Q: OR)
18.00
4.48
Free
Outfall
SP,CV
(no Q: OR)
18.50
4.65
Free
Outfall
SP,CV
(no Q: OR)
19.00
4.81
Free
Outfall
SP,CV
(no Q: OR)
19.50
4.97
Free
Outfall
SP,CV
(no Q: OR)
20.00
5.12
Free
Outfall
SP,CV
(no Q: OR)
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Composite Rating Curve
Name.... OUTLET 1
Page 5.10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.ppw
LEVEL POOL ROUTING DATA
HYG Dir = R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\
Inflow HYG file = work_pad.hyg - POND IN 10
Outflow HYG file = work pad.hyg - POND OUT 10
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
15.00
ft
Starting
Volume =
9357
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
5.00
min
Elevation
Outflow
Storage
Area
Infilt.
Q Total
2S/t +
0
ft
------------------------------------------------------------------------------
cfs
cu.ft
sq.ft
cfs
cfs
cfs
11.00
00
0
959
00
.00
.00
11.50
.00
523
1140
.00
.00
3.48
12.00
.00
1142
1342
.00
.00
7.62
12.50
.00
1873
1584
.00
.00
12.49
13.00
.00
2730
1846
.00
.00
18.20
13.50
.00
3814
2507
.00
.00
25.43
14.00
.00
5253
3268
.00
.00
35.02
14.50
.00
7088
4088
.00
.00
47.26
15.00
.00
9357
5000
.00
.00
62.38
15.50
.02
11970
5458
.00
.02
79.83
16.00
.02
14616
5936
.00
.02
98.81
16.50
3.94
17909
6430
.00
3.94
123.33
17.00
4.13
21251
6944
.00
4.13
145.80
17.50
4.31
24855
7474
.00
4.31
170.01
18.00
4.48
28729
6024
.00
4.48
196.01
18.50
4.65
32882
8590
.00
4.65
223.86
19.00
4.81
37322
9176
.00
4.81
253.63
19.50
4.97
42060
9778
.00
4.97
285.37
20.00
5.12
47104
10400
.00
5.12
319.15
S/N: 37YXYWGXTMC4
Bentley Pond Pack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type....
Pond E-V-Q
Table
Page 6.01
Name....
POND
File....
R:\LandonY
Projects\Swans\E97472.5\SWQP No.
1\Pondpack\SWANSWWI.ppw
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND IN
HYG Directory: R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
________________________ _-_-----_-
WARNING: Missed peak when adding hydrograph...
WARNING: Adding in hydrograph that is truncated on right...
ADD SWANSBORO work pad.hyg HYG 10 10
INFLOWS TO: POND IN
--------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag cu.ft min cfs
___ ___________________________ ___-__
work_pad.hyg HYG 10 10 7490 8.00 11.20
TOTAL FLOW INTO: POND IN
------ ------ Volume Peak Time Peak Flow
HYG file HYG ID HYG tag cu.ft min cfs
__ -___ _____ ___-_ _-___
work_pad.hyg POND IN 10 7462 10.00 9.55
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Node: Pond Inflow Summary Page 6.02
Name.... POND IN Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 10 Tag: 10
TOTAL NODE INFLOW...
HYG file = R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\work_pad.hyg
HYG ID = POND IN
HYG Tag = 10
-------------------
Peak Discharge = 9.55 cfs
Time to Peak = 10.00 min
HYG Volume = 7462 cu.ft
-----------------------------------
HYDROGRAPH ORDINATES (cfs)
Time I
Output Time
increment
= 5.00 min
min I
Time on left represents
time for
first value in each row.
------ I---------------------------------------------------
.00 1
.00 7.70
9.55
4.25 1.90
25.00 1
.87 .35
.20
.10
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Node: Pond Inflow Summary Page 6.03
Name.... POND IN Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 10 Tag: 10
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND IN
HYG Directory: R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
___ _ _________ ________
ADD SWANSBORO work_pad.hyg HYG 25 25
INFLOWS TO:
POND
IN
-----
-
Volume
Peak Time
Peak Flow
HYG file
HYG
ID
HYG tag
cu.ft
min
cfs
work_pad.hyg
HYG
25
_
25
____-_____
12733
12.00
________
12.70
TOTAL FLOW INTO:
POND
IN
---------
--------
---
Volume
Peak Time
Peak Flow
HYG file
HYG
ID
HYG tag
cu.ft
min
cfs
______
work_pad.hyg
POND
IN 25
______
12705
_______
10.00
11.80
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Node: Pond Inflow Summary Page 6.04
Name.... POND IN Event: 25 yr
File.... R:\LandonY Project3\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 25 Tag: 25
TOTAL NODE INFLOW...
HYG file = R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\work pad.hyg
HYG ID = POND IN
HYG Tag = 25
-----------------------------------
Peak Discharge = 11.80 cfs
Time to Peak = 10.00 min
HYG Volume = 12705 cu.ft
-----------------------------------
HYDROGRAPH ORDINATES
(Cfe)
Time
Output Time increment
= 5.00 min
min I
Time on
left represents time for
first value
in each row.
I-----------
.00 1
.00
4.73 11.80
— ----------------------
10.85
6.30
25.00 1
3.68
2.10 1.27
.77
.40
50.00 1
.23
.12 .10
.00
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Node: Pond Inflow Summary Page 6.05
Name.... POND IN Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.ppw
Storm... 25 Tag: 25
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND IN
HYG Directory: R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
-_ -__ ___ ____ -------------
ADD SWANSBORO work pad.hyg HYG 100 100
INFLOWS TO:
POND
IN
--------
----------------
Volume
Peak Time
Peak Flow
'HYG file
HYG ID
HYG tag
cu.ft
min
cfs
work_pad.hyg
HYG 100
----------------
100
24117
___
19.00
----_-
15.20
TOTAL FLOW INTO: POND
IN
---------
---
----
Volume
Peak Time
Peak Flow
HYG file
---------------------------
HYG ID
HYG tag
cu.ft
min
cfs
work_pad.hyg
POND
_______
IN 100
24070
_---_-------__
20.00
14.99
S/N: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:45 PM 7/25/2006

Type....
Node: Pond
Inflow Summary
Page 6.06
Name....
POND
IN
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97972.5\SWQP No.
1\Pondpack\SWANSWW1.ppw
Storm...
100 Tag:
100
TOTAL NODE INFLOW...
HYG file = R:\LandonY Projects\Swans\E97972.5\SWQP
No. 1\Pondpack\work_pad.hyg
HYG ID = POND IN
HYG Tag = 100
-----------------------------------
Peak Discharge = 14.99 cfs
Time to Peak = 20.00 min
HYG Volume = 24070 cu.ft
-----------------------------------
HYDROGRAPH ORDINATES
(cfs)
Time
I Output Time increment
= 5.00 min
min
I Time on left represents time for
first value in
each row.
_________I_______________________________
.00
1 .00 2.51 8.21
_______
13.53
14.99
25.00
1 11.96 8.45 6.06
4.27
3.03
50.00
1 2.14 1.51 1.08
.78
.52
75.00
1 .40 .29 .20
.10
.10
100.00
1 .10 .00
SIN: 37YXYWGXTMC9
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type....
Node: Pond
Inflow Summary
Page 6.07
Name....
POND
IN
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97472.5\SWQP No.
1\Pondpack\SWANSWWI.ppw
Storm...
100 Tag:
100
LEVEL POOL ROUTING SUMMARY
HYG Dir
=
R:\LandonY Projects\Swans\E97472.5\SWQP
No. 1\Pondpack\
Inflow HYG
file =
work pad.hyg - POND IN
10
Outflow HYG
file =
work pad.hyg - POND OUT
10
Pond Node
Data =
POND
Pond Volume
Data =
POND
Pond Outlet
Data =
OUTLET 1
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
15.00
ft
Starting
Volume =
9357
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
5.00
min
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak
Inflow =
9.55
cfs at 10.00 min
Peak
Outflow =
1.29
cfs at 25.00 min
Peak
-------------------------------------
Elevation =
16.16
ft
Peak
Storage =
15790
cu.ft
MASS BALANCE (cu.ft)
--------------------------
+ Initial Vol = 9357
+ HYG Vol IN = 7462
- Infiltration = 0
- HYG Vol OUT 7134
- Retained Vol = 9673
Unrouted Vol = -13 cu.ft (.1688 of Inflow Volume)
WARNING: Inflow hydrograph truncated on right side.
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routing Summary Page 6.08
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 10 Tag: 10
DETENTION TIMES SUMMARY
HYG Dir = R:\LandonY Projects\Swans\E97972.5\SWQP No. 1\Pondpack\
Inflow HYG file = work_pad.hyg - POND IN 10
Outflow HYG file = work pad.hyg - POND OUT 10
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
APPROXIMATE DETENTION TIME
---------------------------------------
Tp, Outflow + Infilt. = 25.00 min
Tp, Total Inflow = 10.00 min
Peak to Peak = 15.00 min
---------------------------------------
S/N: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006

IType.... Detention Time
Page 6.09
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.ppw
Storm... 10 Tag: 10
POND ROUTED TOTAL OUTFLOW HYG...
HYG file = R:\LandonY Projects\Swans\E97472.5\SWQP No
HYG ID = POND OUT
HYG Tag = 10
-----------------------------------
Peak Discharge 1.29 cfs
Time to Peak 25.00 min
HYG Volume = 7134 cu.ft
-----------------------------------
HYDROGRAPH ORDINATES (cfs)
1\Pondpack\work_pad.hyg
Time I
Output Time
increment
= 5.00 min
min
-------I-
Time on
left represents
time for
first value in
each row.
.00 1
.00
---
.01
---
.02
---
.38
------
1.24
25.00 1
1.29
1.07
.82
.60
.41
50.00
.28
.19
.13
.09
.06
75.00
.04
.03
.02
.02
.02
100.00
.02
.02
.02
.02
.02
125.00
.02
.02
.02
.02
.02
150.00
.02
.02
.02
.02
.02
175.00
.02
.02
.02
.02
.02
200.00
.02
.02
.02
.02
.02
225.00 1
.02
.02
.02
.02
.02
250.00
.02
.02
.02
.02
.02
275.00
.02
.02
.02
.02
.02
300.00
.02
.02
.02
.02
.02
325.00 1
.02
.02
.02
.02
.02
350.00 1
.02
.02
.02
.02
.02
375.00 1
.02
.02
.02
.02
.02
400.00
.02
.02
.02
.02
.02
425.00
.02
.02
.02
.02
.02
450.00
.02
.02
.02
.02
.02
475.00
.C2
.02
.02
.02
.02
500.00
.02
.02
.02
..02
.02
525.00 1
.02
.02
.02
.02
.02
550.00
.02
.02
.02
.02
.02
575.00
.02
.02
.02
.02
.02
600.00
.02
.02
.02
.02
.02
625.00
.02
.02
.02
.02
.02
650.00
.02
.02
.02
.02
.02
675.00
.02
.02
.02
.02
.02
700.00 I
.02
.02
.02
.02
.02
725.00 I
.02
.02
.02
.02
.02
750.00
.02
.02
.02
.02
.02
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00) 2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out) Page 6.10
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.ppw
Storm... 10 Tag: 10
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min
----------------------
Time on
left represents
time for
first value in each
row.
775.00
.02
-----
.02
.02
----- ---
.02
.02
800.00
.02
.02
.02
.02
.02
825.00
.02
.02
.02
.02
.02
850.00 I
.02
.02
.02
.02
.02
875.00 I
.02
.02
.02
.02
.02
900.00 1
.02
.02
.02
.02
.02
925.00 1
.02
.02
.02
.02
.02
950.00 1
.02
.02
.02
.02
.02
975.00 1
.02
.02
.02
.02
.02
1000.00 1
.02
.02
.02
.02
.02
1025.00 1
.02
.02
.02
.02
.02
1050.00 1
.02
.02
.02
.02
.02
1075.00 1
.02
.02
.02
.02
.02
1100.00 1
.02
.02
.02
.02
.02
1125.00 1
.02
.02
.02
.02
.02
1150.00 1
.02
.02
.02
.02
.02
1175.00 1
.02
.02
.02
.02
.02
1200.00
.02
.02
.02
.02
.02
1225.00
.02
.02
.02
.02
.02
1250.00
.02
.02
.02
.02
.02
1275.00
.02
.02
.02
.02
.02
1300.00
.02
.02
.02
.02
.02
1325.00 1
.02
.02
.02
.02
.02
1350.00 1
.02
.02
.02
.02
.02
1375.00 1
.02
.02
.02
.02
.02
1400.00 1
.02
.02
.02
.02
.02
1425.00 1
.02
.02
.02
.02
.02
1450.00 1
.02
.02
.02
.02
.02
1475.00 1
.02
.02
.02
.02
.02
1500.00 1
.02
.02
.02
.02
.02
1525.00 1
.02
..02
.02
.02
.02
1550.00 1
.02
.02
.02
.02
.02
1575.00 1
.02
.02
.02
.02
.02
1600.00 1
.02
.02
.02
.02
.02
1625.00 1
.02
.02
.02
.02
.02
1650.00 1
.02
.02
.02
.02
.02
1675.00 1
.02
.02
.02
.02
.02
1700.00 I
.02,
.02
.02
.02
.02
1725.00 1
.02
.02
.02
.02
.02
1750.00 1
.02
.02
.02
.02
.02
1775.00 1
.02
.02
.02
.02
.02
1800.00 1
.02
.02
.02
.02
.02
1825.00 1
.02
.02
.02
.02
.02
1850.00 1
.02
.02
.02
.02
.02
1875.00 1
.02
.02
.02
.02
.02
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out) Page 6.11
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 10 Tag: 10
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min I
________I_
Time on left represents
time for
first value in
each row.
1900.00
1
.02
__
.02
__
.02
__
.02
__
.02
1925.00
1
.02
.02
.02
.02
.02
1950.00
1
.02
.02
.02
.02
.02
1975.00
1
.02
.02
.02
.02
.02
2000.00
1
.02
.02
.02
.02
.02
2025.00
1
.02
.02
.02
.02
.02
2050.00
1
.02
.02
.02
.02
.02
2075.00
1
.02
.02
.02
.02
.02
2100.00
1
.02
.02
.02
.02
.02
2125.00
1
.02
.02
.02
.02
.02
2150.00
1
.02
.02
.02
.02
.02
2175.00
1
.02
.02
.02
.02
.02
2200.00
1
.02
.02
.02
.02
.02
2225.00
1
.02
.02
.02
.02
.02
2250.00
1
.02
.02
.02
.02
.02
2275.00
1
.02
.02
.02
.02
.02
2300.00
1
.02
.02
.02
.02
.02
2325.00
1
.02
.02
.02
.02
.02
2350.00
1
.02
.02
.02
.02
.02
2375.00
1
.02
.02
.02
.02
.02
2400.00
1
.02
.02
.02
.02
.02
2425.00
1
.02
.02
.02
.02
.02
2450.00
1
.02
.02
.02
.02
.02
2475.00
1
.02
.02
.02
.02
.02
2500.00
1
.02
.02
.02
.02
.02
2525.00
1
.02
.02
.02
.02
.02
2550.00
1
.02
.02
.02
.02
.02
2575.00
1
.02
.02
.02
.02
.02
2600.00
1
.02
.02
.02
.02
.02
2625.00
1
.02
.02
.02
.02
.02
2650.00
.02
.02
.02
.02
.02
2675.00
.02
.02
.02
.02
.02
2700.00
1
.02
.02
.02
.02
.02
2725.00
.02
.02
.02
.02
.02
2750.00
.02
.02
.02
.02
.02
2775.00
.02
.02
.02
.02
.02
2800.00
.02
.02
.02
.02
.02
2825.00
.02
.02
.02
.02
.02
2850.00
.02
.02
.02
.02
.02
2875.00
.02
.02
.02
.02
.02
2900.00
1
.02
.02
.02
.02
.01
2925.00
1
.01
.01
.01
.01
.01
2950.00
1
.01
.01
.01
.01
.01
2975.00
1
.01
.01
.01
.01
.01
3000.00
1
.01
.01
.01
.01
.01
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out)
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No.
Storm... 10 Tag: 10
Page 6.12
Event: 10 yr
1\Pondpack\SWANSWWI.ppw
HYDROGRAPH ORDINATES
(cfs)
Time I
Output Time increment
= 5.00 min
min I
Time on left represents time
for
first value in each
row.
_________I___
3025.00 1
.01
.01
.01
.01
.01
3050.00 1
.01
.01
.01
.01
.01
3075.00 1
.01
.01
.01
.01
.01
3100.00 1
.01
.01
.01
.01
.01
3125.00 1
.01
.01
.01
.01
.01
3150.00 1
.01
.01
.01
.01
.01
3175.00 1
.01
.01
.01
.01
.01
3200.00 1
.01
.01
.01
.01
.01
3225.00 1
.01
.01
.01
.01
.01
3250.00 1
.01
.01
.01
.01
.01
3275.00 1
.01
.01
.01
.01
.01
3300.00 1
.01
.01
.01
.01
.01
3325.00 1
.01
.01
.01
.01
.01
3350.00 1
.01
.01
.01
.01
.01
3375.00 1
.01
.01
.01
.01
.01
3400.00 1
.01
.01
.01
.01
.01
3425.00 1
.01
.01
.01
.01
.01
3450.00 1
.01
.01
.01
.01
.01
3475.00
.01
.01
.01
.01
.01
3500.00 1
.01
.01
.01
.01
.01
3525.00 1
.01
.01
.01
.01
.01
3550.00 1
.01
.01
.01
.01
.01
3575.00 1
.01
.01
.01
.01
.01
3600.00 1
.01
.01
.01
.01
.01
3625.00 1
.01
.01
.01
.01
.01
3650.00 1
.01
.01
.01
.01
.01
3675.00 1
.01
.01
.01
.01
.01
3700.00 1
.01
.01
.01
.01
.01
3725.00 1
.01
.01
.01
.01
.01
3750.00 1
.01
.01
.01
.01
.01
3775.00 1
.01
.01
.01
.01
.01
3800.00 1
.01
.01
.01
.01
.01
3825.00 1
.01
.01
.01
.01
.01
3850.00 1
.01
.01
.01
.01
.01
3875.00 1
.01
.01
.01
.01
.01
3900.00 1
.01
.01
.01
.01
.01
3925.00 1
.01
.01
.01
.01
.01
3950.00 1
.01
.01
.01
.01
.01
3975.00 1
.01
.01
.01
.01
.01
4000.00 1
.01
.01
.01
.01
.01
4025.00 1
.01
.01
.01
.01
.01
4050.00 1
.01
.01
.01
.01
.01
4075.00 1
.01
.01
.01
.01
.01
4100.00 1
.01
.01
.01
.01
.01
4125.00 1
.01
.01
.01
.01
.01
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pond Pack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Pond Routed HYG (total out)
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 10 Tag: 10
Page 6.13
Event: 10 yr
1\Pondpack\SWANSWW1.ppw
HYDROGRAPH
ORDINATES
(cfs)
Time
I
Output Time
increment
= 5.00 min
min
I
Time on left represents
time for
first value in
each row.
--------
4150.00
I------------------------
1
.01
.01
.01
.01
--------
.01
4175.00
1
.01
.01
.01
.01
.01
4200.00
1
.01
.01
.01
.01
.01
4225.00
1
.01
.01
.01
.01
.01
4250.00
1
.01
.01
.01
.01
.01
4275.00
1
.01
.01
.01
.01
.01
4300.00
1
.01
.01
.01
.01
.01
4325.00
1
.01
.01
.01
.01
.01
4350.00
1
.01
.01
.01
.01
.01
4375.00
(
.01
.01
.01
.01
.01
4400.00
1
.01
.01
.01
.01
.01
4425.00
1
.01
.01
.01
.01
.01
4450.00
.01
.01
.01
.01
.01
4475.00
.01
.01
.01
.01
.01
4500.00
.01
.01
.01
.01
.01
4525.00
.01
.01
.01
.01
.01
4550.00
.01
.01
.01
.01
.01
4575.00
.01
.01
.01
.01
.01
4600.00
.01
.01
.01
.01
.01
4625.00
.01
.01
.01
.01
.01
4650.00
1
.01
.01
.01
.01
.01
4675.00
1
.01
.01
.01
.01
.01
4700.00
1
.01
.01
.01
.01
.01
4725.00
1
.01
.01
.01
.01
.01
4750.00
1
.01
.01
.01
.01
.01
4775.00
1
.01
.01
.01
.01
.01
4800.00
1
.01
.01
.01
.01
.01
4825.00
1
.01
.01
.01
.01
.01
4850.00
1
.01
.01
.01
.01
.01
4875.00
1
.01
.01
.01
.01
.01
4900.00
1
.01
.01
.01
.01
.01
4925.00
1
.01
.00
.00
.00
.00
4950.00
I
.00
.00
.00
.00
.00
4975.00
1
.00
.00
.00
.00
.00
5000.00
1
.00
.00
.00
.00
.00
5025.00
I
.00
.00
.00
.00
.00
5050.00
1
.00
.00
.00
.00
.00
5075.00
1
.00
.00
.00
.00
.00
5100.00
I'
.00
.00
.00
.00
.00
5125.00
.00
.00
.00
.00
.00
5150.00
.00
.00
.00
.00
.00
5175.00
.00
.00
.00
.00
.00
5200.00
.00
.00
.00
.00
.00
5225.00
.00
.00
.00
.00
.00
5250.00
1
.00
.00
.00
.00
.00
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 2:45 PM 7/25/2006

'
Type....
Pond Routed HYG (total out)
Page 6.14
Name....
POND OUT Tag: 10
Event: 10 yr
File....
R:\LandonY Projects\Swans\E97472.5\SWQP No.
1\Pondpack\SWANSWW1.ppw
'
Storm...
10 Tag: 10
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min I
Time on
left represents
time for
first value in
each row.
--------- I -------
5275.00 1
.00
---
.00
---------------------------
.00
.00
.00
5300.00 1
.00
.00
.00
.00
.00
5325.00 1
.00
.00
.00
.00
.00
5350.00 1
.00
.00
.00
.00
.00
5375.00 1
.00
.00
.00
.00
.00
5400.00 1
.00
.00
.00
.00
.00
5425.00 1
.00
.00
.00
.00
.00
5450.00 1
.00
.00
.00
.00
.00
5475.00 1
.00
.00
.00
.00
.00
5500.00 1
.00
.00
.00
.00
.00
5525.00 1
.00
.00
.00
.00
.00
5550.00 1
.00
.00
.00
.00
.00
5575.00 1
.00
.00
.00
.00
.00
5600.00
.00
.00
.00
.00
.00
5625.00
.00
.00
.00
.00
.00
5650.00
.00
.00
.00
.00
.00
5675.00
.00
.00
.00
.00
.00
5700.00
.00
.00
.00
.00
.00
5725.00
.00
.00
.00
.00
.00
5750.00
.00
.00
.00
.00
.00
5775.00
.00
.00
.00
.00
.00
5800.00
.00
.00
.00
.00
.00
5825.00 1
.00
.00
.00
.00
.00
5850.00
.00
.00
.00
SIN: 37YXYWGXTMC4 '
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out) Page 6.15
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 10 Tag: 10
LEVEL POOL ROUTING SUMMARY
HYG Dir = R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\
Inflow HYG file = work pad.hyg - POND IN 25
Outflow HYG file = work pad.hyg - POND OUT 25
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
INITIAL CONDITIONS
Starting WS Elev
15.00
ft
Starting Volume =
9357
cu.ft
Starting Outflow =
.00
cfs
Starting Infiltr. _
.00
cfs
Starting Total Qout=
.00
cfs
Time Increment
t
5.00
min
INFLOW/OUTFLOW SUMMARY
-HYDROGRAPH-
Peak Inflow =
11.80
--------------------
cfs at 10.00 min
Peak Outflow =
3.94
cfs at 25.00 min
Peak Elevation =
16.51
It
Peak Storage =
17980
cu.ft
MASS BALANCE (cu.ft)
--------------------------
+ Initial Vol = 9357
+ HYG Vol IN = 12705
- Infiltration = 0
- HYG Vol OUT = 12377
- Retained Vol = 9672
Unrouted Vol = -13 cu.ft (.099% of Inflow Volume)
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routing Summary Page 6.16
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.ppw
Storm... 25 Tag: 25
DETENTION TIMES SUMMARY
HYG Dir
= R:\LandonY
Projects\Swans\E97472.5\SWQP No. 1\Pondpack\
Inflow HYG
file
= work pad.hyg
- POND IN 25
Outflow HYG
file
= work_pad.hyg
- POND OUT 25
Pond Node
Data
= POND
Pond Volume
Data
= POND
Pond Outlet
Data
= OUTLET 1
No Infiltration
APPROXIMATE
DETENTION TIME
__-_
Tp, Outflow
____________
+ Infilt. =
25.00
min
Tp, Total Inflow
=
10.00
min
Peak to Peak
---------------------------------------
=
15.00
min
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Detention Time Page 6.17
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.ppw
Storm... 25 Tag: 25
POND ROUTED TOTAL OUTFLOW HYG...
HYG file = R:\LandonY Projects\Swans\E97472.5\SWQP No
HYG ID = POND OUT
HYG Tag = 25
-----------------------------------
Peak Discharge 3.94 cfs
Time to Peak 25.00 min
HYG Volume = 12377 cu.ft
-----------------------------------
1\Pondpack\work_pad.hyg
HYDROGRAPH
ORDINATES
(cfs)
Time
I
Output Time
increment
= 5.00 min
min I
--------- I------------------------
Time on
left represents
time for
first value
in each row.
.00 1
.00
.01
----------
.02
1.21
------------
3.56
25.00
1
3.94
3.68
3.04
2.40
1.82
50.00
1
1.34
.97
.69
.49
.33
75.00
1
.23
.15
.10
.07
.05
100.00
1
.03
.02
.02
.02
.02
125.00
1
.02
.02
.02
.02
.02
150.00
1
.02
.02
.02
.02
.02
175.00
1
.02
.02
.02
.02
.02
200.00
1
.02
.02
.02
.02
.02
225.00
1
.02
.02
.02
.02
.02
250.00
1
.02
.02
.02
.02
.02
275.00
1
.02
.02
.02
.02
.02
300.00
1
.02
.02
.02
.02
.02
325.00
1
.02
.02
.02
.02
.02
350.00
1
.02
.02
.02
.02
.02
375.00
1
.02
.02
.02
.02
.02
400.00
1
.02
.02
.02
.02
.02
425.00
1
.02
.02
.02
.02
.02
450.00
1
.02
.02
.02
.02
.02
475.00
1
.02
.02
.02
.02
.02
500.00
1
.02
.02
.02
.02
.02
525.00
1
.02
.02
.02
.02
.02
550.00
1
.02
.02
.02
.02
.02
575.00
1
.02
.02
.02
.02
.02
600.00
1
.02
.02
.02
.02
.02
625.00
1
.02
.02
.02
.02
.02
650.00
1
.02
.02
.02
.02
.02
675.00
1
.02
.02
.02
.02
.02
700.00
1
.02
.02
.02
.02
.02
725.00
1
.02
.02
.02
.02
.02
750.00
1
.02
.02
.02
.02
.02
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out)
Name.... POND OUT Tag: 25
File.... R:\LandonY Projects\Swans\E97472
Storm... 25 Tag: 25
Page 6.18
Event: 25 yr
5\SWQP No. 1\Pondpack\SWANSWW1.ppw
HYDROGRAPH
ORDINATES
(cfs)
Time
I
Output Time
increment
= 5.00 min
min I
Time on
left represents
time for
first value in
each row.
________I_____________________________________________________________
775.00
1
.02
.02
.02
.02
.02
800.00
1
.02
.02
.02
.02
.02
825.00
1
.02
.02
.02
.02
.02
850.00
1
.02
.02
.02
.02
.02
875.00
1
.02
.02
.02
.02
.02
900.00
1
.02
.02
.02
.02
.02
925.00
1
.02
.02
.02
.02
.02
950.00
1
.02
.02
.02
.02
.02
975.00
1
.02
.02
.02
.02
.02
1000.00
1
.02
.02
.02
.02
.02
1025.00
1
.02
.02
.02
.02
.02
1050.00
1
.02
.02
.02
.02
.02
1075.00
1
.02
.02
.02
.02
.02
1100.00
1
.02
.02
.02
.02
.02
1125.00
1
.02
.02
.02
.02
.02
1150.00
1
.02
.02
.02
.02
.02
1175.00
1
.02
.02
.02
.02
.02
1200.00
1
.02
.02
.02
.02
.02
1225.00
1
.02
.02
.02
.02
.02
1250.00
1
.02
.02
.02
.02
.02
1275.00
1
.02
.02
.02
.02
.02
1300.00
1
.02
.02
.02
.02
.02
1325.00
1
.02
.02
.02
.02
.02
1350.00
1
.02
.02
.02
.02
.02
1375.00
1
.02
.02
.02
.02
.02
1400.00
1
.02
.02
.02
.02
.02
1425.00
1
.02
.02
.02
.02
.02
1450.00
1
.02
.02
.02
.02
.02
1475.00
1
.02
.02
.02
.02
.02
1500.00
1
.02
.02
.02
.02
.02
1525.00
1
.02
.02
.02
.02
.02
1550.00
.02
.02
.02
.02
.02
1575.00
.02
.02
.02
.02
.02
1600.00
1
.02
.02
.02
.02
.02
1625.00
1
.02
.02
.02
.02
.02
1650.00
1
.02
.02
.02
.02
.02
1675.00
1
.02
.02
.02
.02
.02
1700.00
1
.02
.02
.02
.02
.02
1725.00
1
.02
.02
.02
.02
.02
1750.00
1
.02
.02
.02
.02
.02
1775.00
1
.02
.02
.02
.02
.02
1800.00
1
.02
.02
.02
.02
.02
1825.00
1
.02
.02
.02
.02
.02
1850.00
1
.02
.02
.02
.02
.02
1875.00
1
.02
.02
.02
.02
.02
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006 '

Type.... Pond Routed HYG (total out)
Name.... POND OUT Tag: 25
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 25 Tag: 25
Page 6.19
Event: 25 yr
1\Pondpack\SWANSWW1.ppw
HYDROGRAPH
ORDINATES
(cfs)
Time
Output Time
increment
= 5.00 min
min
--------
Time on
left represents
time for
first value in
each row.
1900.00
I -------
1
.02
----
.02
.02
.02
.02
1925.00
.02
.02
.02
.02
.02
1950.00
.02
.02
.02
.02
.02
1975.00
1
.02
.02
.02
.02
.02
2000.00
.02
.02
.02
.02
.02
2025.00
.02
.02
.02
.02
.02
2050.00
1
.02
.02
.02
.02
.02
2075.00
.02
.02
.02
.02
.02
2100.00
.02
.02
.02
.02
.02
2125.00
.02
.02
.02
.02
.02
2150.00
.02
.02
.02
.02
.02
2175.00
.02
.02
.02
.02
.02
2200.00
.02
.02
.02
.02
.02
2225.00
.02
.02
.02
.02
.02
2250.00
.02
.02
.02
.02
.02
2275.00
.02
.02
.02
.02
.02
2300.00
.02
.02
.02
.02
.02
2325.00
.02
.02
.02
.02
.02
2350.00
.02
.02
.02
.02
.02
2375.00
1
.02
.02
.02
.02
.02
2400.00
1
.02
.02
.02
.02
.02
2425.00
.02
.02
.02
.02
.02
2450.00
.02
.02
.02
.02
.02
2475.00
.02
.02
.02
.02
.02
2500.00
1
.02
.02
.02
.02
.02
2525.00
I
.02
.02
.02
.02
.02
2550.00
I
.02
.02
.02
.02
.02
2575.00
I
.02
.02
.02
.02
.02
2600.00
1
.02
.02
.02
.02
.02
2625.00
.02
.02
.02
.02
.02
2650.00
.02
.02
.02
.02
.02
2675.00
1
.02
.02
.02
.02
.02
2700.00
1
.02
.02
.02
.02
.02
2725.00
.02
.02
.02
.02
.02
2750.00
.02
.02
.02
.02
.02
2775.00
1
.02
.02
.02
.02
.02
2800.00
1
.02
.02
.02
.02
.02
2825.00
1
.02
.02
.02
.02
.02
2850.00
.02
.02
.02
.02
.02
2875.00
.02
.02
.02
.02
.02
2900.00
.02
.02
.02
.02
.02
2925.00
.02
.02
.02
.02
.01
2950.00
1
.01
.01
.01
.01
.01
2975.00
1
.01
.01
.01
.01
.01
3000.00
1
.01
.01
.01
.01
.01
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out) Page 6.20
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 25 Tag: 25
HYDROGRAPH
ORDINATES
(cfs)
Time
I
Output Time
increment
= 5.00 min
min I
Time on
left represents
time for
first value in each
row.
--------I
3025.00
1
--------
.01
.01
-
.01
------------
.01
.01
3050.00
1
.01
.01
.01
.01
.01
3075.00
(
.01
.01
.01
.01
.01
3100.00
(
.01
.01
.01
.01
.01
3125.00
I
.01
.01
.01
.01
.01
3150.00
I
.01
.01
.01
.01
.01
3175.00
.01
.01
.01
.01
.01
3200.00
.01
.01
.01
.01
.01
3225.00
.01
.01
.01
.01
.01
3250.00
.01
.01
.01
.01
.01
3275.00
.01
.01
.01
.01
.01
3300.00
.01
.01
.01
.01
.01
3325.00
.01
.01
.01
.01
.01
3350.00
.01
.01
.01
.01
.01
3375.00
I
.01
.01
.01
.01
.01
3400.00
.01
.01
.01
.01
.01
3425.00
.01
.01
.01
.01
.01
3450.00
.01
.01
.01
.01
.01
3475.00
1
.01
.01
.01
.01
.01
3500.00
1
.01
.01
.01
.01
.01
3525.00
1
.01
.01
.01
.01
.01
3550.00
.01
.01
.01
.01
.01
3575.00
.01
.01
.01
.01
.01
3600.00
.01
.01
.01
.01
.01
3625.00
.01
.01
.01
.01
.01
3650.00
1
.01
.01
.01
.01
.01
3675.00
1
.01
.01
.01
.01
.01
3700.00
1
.01
.01
.01
.01
.01
3725.00
I
.01
.01
.01
.01
.01
3750.00
.01
.01
.01
.01
.01
3775.00
.01
.01
.01
.01
.01
3800.00
.01
.01
.01
.01
.01
3825.00
.01
.01
.01
.01
.01
3850.00
.01
.01
.01
.01
.01
3875.00
1
.01
.01
.01
.01
.01
3900.00
.01
.01
.01
.01
.01
3925.00
.01
.01
.01
.01
.01
3950.00
.01
.01
.01
.01
.01
3975.00
.01
.01
.01
.01
.01
4000.00
.01
.01
.01
.01
.01
4025.00
1
.01
.01
.01
.01
.01
4050.00
1
.01
.01
.01
.01
.01
4075.00
1
.01
.01
.01
.01
.01
4100.00
1
.01
.01
.01
.01
.01
4125.00
1
.01
.01
.01
.01
.01
S/N: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Pond Routed HYG (total out)
Name.... POND OUT Tag: 25
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 25 Tag: 25
Page 6.21
Event: 25 yr
1\Pondpack\SWANSWW1.ppw
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min I
---------
Time on
left represents
time for
first value in
each row.
4150.00
I -------
1
.01
--
.01
---
.01
.01
.01
4175.00
1
.01
.01
.01
.01
.01
4200.00
1
.01
.01
.01
.01
.01
4225.00
1
.01
.01
.01
.01
.01
4250.00
1
.01
.01
.01
.01
.01
4275.00
1
.01
.01
.01
.01
.01
4300.00
1
.01
.01
.01
.01
.01
4325.00
1
.01
.01
.01
.01
.01
4350.00
1
.01
.01
.01
.01
.01
4375.00
1
.01
.01
.01
.01
.01
4400.00
1
.01
.01
.01
.01
.01
4425.00
1
.01
.01
.01
.01
.01
4450.00
1
.01
.01
.01
.01
.01
4475.00
1
.01
.01
.01
.01
.01
4500.00
1
.01
.01
.01
.01
.01
4525.00
1
.01
.01
.01
.01
.01
4550.00
1
.01
.01
.01
.01
.01
4575.00
1
.01
.01
.01
.01
.01
4600.00
.01
.01
.01
.01
.01
4625.00
I
.01
.01
.01
.01
.01
4650.00
.01
.01
.01
.01
.01
4675.00
.01
.02.
.01
.01
.01
4700.00
1
.01
.01
.01
.01
.01
4725.00
1
.01
.01
.01
.01
.01
4750.00
1
.01
.01
.01
.01
.01
4775.00
1
.01
.01
.01
.01
.01
4800.00
1
.01
.01
.01
.01
.01
4825.00
1
.01
.01
.01
.01
.01
4850.00
1
.01
.01
.01
.01
.01
4875.00
1
.01
.01
.01
.01
.01
4900.00
1
.01
.01
.01
.01
.01
4925.00
1
.01
.01
.01
.01
.01
4950.00
1
.00
.00
.00
.00
.00
4975.00
1
.00
.00
.00
.00
.00
5000.00
1
.00
.00
.00
.00
.00
5025.00
1
.00
.00
.00
.00
.00
5050.00
1
.00
.00
.00
.00
.00
5075.00
1
.00
.00
.00
.00
.00
5100.00
1
.00
.00
.00
.00
.00
5125.00
1
.00
.00
.00
.00
.00
5150.00
1
.00
.00
.00
.00
.00
5175.00
1
.00
.00
.00
.00
.00
5200.00
1
.00
.00
.00
.00
.00
5225.00
1
.00
.00
.00
.00
.00
5250.00
1
.00
.00
.00
.00
.00
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out) Page 6.22
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 25 Tag: 25
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min
-------------------
Time on
left represents
time for
first value in each
row.
5275.00
.00
----
.00
----
.00
------------
.00
.00
5300.00
.00
.00
.00
.00
.00
5325.00
.00
.00
.00
.00
.00
5350.00 1
.00
.00
.00
.00
.00
5375.00 1
.00
.00
.00
.00
.00
5400.00 1
.00
.00
.00
.00
.00
5425.00 1
.00
.00
.00
.00
.00
5450.00 1
.00
.00
.00
.00
.00
5475.00 1
.00
.00
.00
.00
.00
5500.00 1
.00
.00
.00
.00
.00
5525.00 1
.00
.00
.00
.00
.00
5550.00 1
.00
.00
.00
.00
.00
5575.00 1
.00
.00
.00
.00
.00
5600.00 1
.00
.00
.00
.00
.00
5625.00 1
.00
.00
.00
.00
.00
5650.00 1
.00
.00
.00
.00
.00
5675.00 1
.00
.00
.00
.00
.00
5700.00 1
.00
.00
.00
.00
.00
5725.00 1
.00
.00
.00
.00
.00
5750.00 1
.00
.00
.00
.00
.00
5775.00 1
.00
.00
.00
.00
.00
5800.00 1
.00
.00
.00
.00
.00
5825.00
.00
.00
.00
.00
.00
5850.00
.00
.00
.00
.00
.00
5875.00 1
.00
.00
.00
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out) Page 6.23
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWW1.ppw
Storm... 25 Tag: 25
LEVEL POOL ROUTING SUMMARY
HYG Dir = R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\
Inflow HYG file = work pad.hyg - POND IN 100
Outflow HYG file = work pad.hyg - POND OUT 100
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
INITIAL CONDITIONS
----------------------------------
1 Starting WS Elev = 15.00 It
Starting Volume 9357 cu.ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment 5.00 min
INFLOW/OUTFLOW -HYDROGRAPH- SUMMARY
------------- ------
Peak Inflow = 14.99 cfs at 20.00 min
Peak Outflow = 4.27 cfs at 40.00 min
Peak Elevation = 17.39 ft
Peak Storage = 24073 cu.ft
MASS BALANCE (cu.ft)
--------------------------
+ Initial Vol = 9357
+ HYG Vol IN = 24070
- Infiltration = 0
- HYG Vol OUT = 23741
- Retained Vol = 9672
Unrouted Vol = -13 cu.ft
(.052% of Inflow Volume)
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006

Type.... Pond Routing Summary Page 6.24
Name.... POND OUT Tag: 100 Event: 100 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\SWANSWWI.ppw
Storm... 100 Tag: 100
DETENTION TIMES SUMMARY
HYG Dir = R:\LandonY Projects\Swans\E97472.5\SWQP No. 1\Pondpack\
Inflow HYG file = work pad.hyg - POND IN 100
Outflow HYG file = work_pad.hyg - POND OUT 100
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
APPROXIMATE DETENTION TIME
_______________ ____
Tp, Outflow + Infilt. = 40.00 min
Tp, Total Inflow = 20.00 min
Peak to Peak = 20.00 min
---------------------------------------
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006
I

Type.... Detention Time
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No.
Storm... 100 Tag: 100
Page 6.25
Event: 100 yr
1\Pondpack\SWANSWW1.ppw
POND ROUTED TOTAL OUTFLOW HYG...
HYG file = R:\LandonY Project3\Swans\E97472.5\SWQP No
HYG ID = POND OUT
HYG Tag = 100
-----------------------------------
Peak Discharge 4.27 cfs
Time to Peak 40.00 min
HYG Volume = 23741 cu.ft
-----------------------------------
HYDROGRAPH ORDINATES (cfs)
1\Pondpack\work_pad.hyg
Time I
Output Time
increment
= 5.00 min
min
_______
Time on
left represents
______________________
time for
first value in
each row.
.00 1
.00
.00
.02
_______
02
_
3.96
25.00 1
4.12
4.21
4.26
4.27
4.26
50.00 1
4.24
4.20
4.16
4.11
4.05
75.00 1
3.99
3.70
2.60
1.82
1.27
100.00 1
.90
.63
.43
.29
.20
125.00 1
.13
.09
.06
.04
.03
150.00 1
.02
.02
.02
.02
.02
175.00 1
.02
.02
.02
.02
.02
200.00 1
.02
.02
.02
.02
.02
225.00 1
.02
.02
.02
.02
.02
250.00 1
.02
.02
.02
.02
.02
275.00 1
.02
.02
.02
.02
.02
300.00 1
.02
.02
.02
.02
.02
325.00
.02
.02
.02
.02
.02
350.00
.02
.02
.02
.02
.02
375.00
.02
.02
.02
.02
.02
400.00 1
.02
.02
.02
.02
.02
425.00 1
.02
.02
.02
.02
.02
450.00 1
.02
.02
.02
.02
.02
475.00 1
.02
.02
.02
.02
.02
500.00 1
.02
.02
.02
.02
.02
525.00 1
.02
.02
.02
.02
.02
550.00 1
.02
.02
.02
.02
.02
575.00 1
.02
.02
.02
.02
.02
600.00 1
.02
.02
.02
.02
.02
625.00 1
.02
.02
.02
.02
.02
650.00 1
.02
.02
.02
.02
.02
675.00 1
.02
.02
.02
.02
.02
700.00 1
.02
.02
.02
.02
.02
725.00 1
.02
.02
.02
.02
.02
750.00 1
.02
.02
.02
.02
.02
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type....
Pond Routed
HYG (total out)
Page 6.26
Name....
POND
OUT Tag: 100
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97472.5\SWQP No.
1\Pondpack\SWANSWWI.ppw
Storm...
100 Tag:
100
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min I
Time on
left represents
time for
first value in
each row.
_ _I__
775.00 1
.02
.02
___________________________________
.02
.02
.02
800.00
.02
.02
.02
.02
.02
825.00
.02
.02
.02
.02
.02
850.00 1
.02
.02
.02
.02
.02
875.00 1
.02
.02
.02
.02
.02
900.00 1
.02
.02
.02
.02
.02
925.00 1
.02
.02
.02
.02
.02
950.00 1
.02
.02
.02
.02
.02
975.00 1
.02
.02
.02
.02
.02
1000.00 1
.02
.02
.02
.02
.02
1025.00 1
.02
.02
.02
.02
.02
1050.00 1
.02
.02
.02
.02
.02
1075.00 1
.02
.02
.02
.02
.02
1100.00 1
.02
.02
.02
.02
.02
1125.00 1
.02
.02
.02
.02
.02
1150.00 1
.02
.02
.02
.02
.02
1175.00 1
.02
.02
.02
.02
.02
1200.00 1
.02
.02
.02
.02
.02
1225.00 1
.02
.02
.02
.02
.02
1250.00 1
.02
.02
.02
.02
.02
1275.00 1
.02
.02
.02
.02
.02
1300.00
.02
.02
.02
.02
.02
1325.00
.02
.02
.02
.02
.02
1350.00 1
.02
.02
.02
.02
.02
1375.00 1
.02
.02
.02
.02
.02
1400.00 1
.02
.02
.02
.02
.02
1425.00 1
.02
.02
.02
.02
.02
1450.00 1
.02
.02
.02
.02
.02
1475.00 1
.02
.02
.02
.02
.02
1500.00 1
.02
.02
.02
.02
.02
1525.00 1
.02
.02
.02
.02
.02
1550.00 1
.02
.02
.02
.02
.02
1575.00 1
.02
.02
.02
.02
.02
1600.00 1
.02
.02
.02
.02
.02
1625.00 1
.02
.02
.02
.02
.02
1650.00 1
.02
.02
.02
.02
.02
1675.00 1
.02
.02
.02
.02
.02
1700.00 1
.02
.02
.02
.02
.02
1725.00
.02
.02
.02
.02
.02
1750.00
.02
.02
.02
.02
.02
1775.00
.02
.02
.02
.02
.02
1800.00
.02
.02
.02
.02
.02
1825.00
.02
.02
.02
.02
.02
1850.00
.02
.02
.02
.02
.02
1875.00 1
.02
.02
.02
.02
.02
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006

Type....
Pond Routed
HYG (total out)
Page 6.27
Name....
POND
OUT Tag: 100
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97472.5\SWQP No.
1\Pondpack\SWANSWW1.ppw
Storm...
100 Tag:
100
HYDROGRAPH
ORDINATES
(cfs)
Time
Output Time
increment
= 5.00 min
min I
Time on
left represents
time for
first value in
each row.
---------
1900.00
I ------------
1
.02
-------
.02
.02
---
.02
-------
.02
1925.00
.02
.02
.02
.02
.02
1950.00
.02
.02
.02
.02
.02
1975.00
.02
.02
.02
.02
.02
2000.00
.02
.02
.02
.02
.02
2025.00
.02
.02
.02
.02
.02
2050.00
.02
.02
.02
.02
.02
2075.00
.02
.02
.02
.02
.02
2100.00
1
.02
.02
.02
.02
.02
2125.00
.02
.02
.02
.02
.02
2150.00
.02
.02
.02
.02
.02
2175.00
.02
.02
.02
.02
.02
2200.00
.02
.02
.02
.02
.02
2225.00
.02
.02
.02
.02
.02
2250.00
1
.02
.02
.02
.02
.02
2275.00
1
.02
.02
.02
.02
.02
2300.00
.02
.02
.02
.02
.02
2325.00
I
.02
.02
.02
.02
.02
2350.00
I
.02
.02
.02
.02
.02
2375.00
.02
.02
.02
.02
.02
2400.00
.02
.02
.02
.02
.02
2425.00
.02
.02
.02
.02
.02
2450.00
.02
.02
.02
.02
.02
2475.00
.02
.02
.02
.02
.02
2500.00
.02
.02
.02
.02
.02
2525.00
.02
.02
.02
.02
.02
2550.00
.02
.02
.02
.02
.02
2575.00
.02
.02
.02
.02
.02
2600.00
1
.02
.02
.02
.02
.02
2625.00
1
.02
.02
.02
.02
.02
2650.00
1
.02
.02
.02
.02
.02
2675.00
.02
.02
.02
.02
.02
2700.00
.02
.02
.02
.02
.02
2725.00
.02
.02
.02
.02
.02
2750.00
.02
.02
.02
.02
.02
2775.00
.02
.02
.02
.02
.02
2800.00
.02
.02
.02
.02
.02
2825.00
.02
.02
.02
.02
.02
2850.00
.02
.02
.02
.02
.02
2875.00
.02
.02
.02
.02
.02
2900.00
.02
.02
.02
.02
.02
2925.00
.02
.02
.02
.02
.02
2950.00
.02
.02
.02
.02
.02
2975.00
.02
.02
.01
.01
.01
3000.00
.01
.01
.01
.01
.01
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

'
Type....
Pond Routed
HYG (total out)
Page 6.28
Name....
POND
OUT Tag: 100
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97472.5\SWQP No.
1\Pondpack\SWANSWWI.ppw
,
Storm...
100 Tag:
100
HYDROGRAPH
ORDINATES
(cfs)
Time
Output Time
increment
= 5.00 min
min
Time on
left represents
time for
first value in
each row.
_________I__________________________
3025.00 1
.01
.01
___
.01
.01
.01
3050.00 1
.01
.01
.01
.01
.01
3075.00 1
.01
.01
.01
.01
.01
3100.00 1
.01
.01
.01
.01
.01
3125.00 I
.01
.01
.01
.01
.01
3150.00 1
.01
.01
.01
.01
.01
3175.00 I
.01
.01
.01
.01
.01
3200.00
.01
.01
.01
.01
.01
3225.00
.01
.01
.01
.01
.01
3250.00 1
.01
.01
.01
.01
.01
3275.00
.01
.01
.01
.01
.01
3300.00
.01
.01
.01
.01
.01
3325.00
.01
.01
.01
.01
.01
3350.00
.01
.01
.01
.01
.01
3375.00 1
.01
.01
.01
.01
.01
3400.00
.01
.01
.01
.01
.01
3425.00
.01
.01
.01
.01
.01
3450.00 1
.01
.01
.01
.01
.01
3475.00 1
.01
.01
.01
.01
.01
3500.00
.01
.01
.01
.01
.01
3525.00
.01
.01
.01
.01
.01
3550.00
.01
.01
.01
.01
.01
3575.00
.01
.01
.01
.01
.01
3600.00 1
.01
.01
.01
.01
.01
3625.00 1
.01
.01
.01
.01
.01
3650.00 1
.01
.01
.01
.01
.01
3675.00
.01
.01
.01
.01
.01
3700.00
.01
.01
.01
.01
.01
3725.00
.01
.01
.01
.01
.01
3750.00
.01
.01
.01
.01
.01
3775.00
.01
.01
.01
.01
.01
3800.00
.01
.01
.01
.01
.01
3825.00
.01
.01
.01
.01
.01
3850.00
.01
.01
.01
.01
.01
3875.00
.01
.01
.01
.01
.01
3900.00
.01
.01
.01
.01
.01
3925.00 1
.01
.01
.01
.01
.01
3950.00
.01
.01
.01
.01
.01
3975.00
.01
.01
.01
.01
.01
4000.00
.01
.01
.01
.01
.01
4025.00
.01
.01
.01
.01
.01
4050.00 1
.01
.01
.01
.01
.01
4075.00
.01
.01
.01
.01
.01
4100.00
.01
.01
.01
.01
.01
4125.00 1
.01
.01
.01
.01
.01
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

Type....
Pond Routed
HYG (total out)
Page 6.29
Name....
POND
OUT Tag: 100
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97472.5\SWQP No.
1\Pondpack\SWANSWW1.ppw
Storm...
100 Tag:
100
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min I
Time on
left represents
time for
first value
________1_____
4150.00 1
.01
___
.01
______
.01
.01
4175.00 1
.01
.01
.01
.01
4200.00 1
.01
.01
.01
.01
4225.00
.01
.01
.01
.01
4250.00
.01
.01
.01
.01
4275.00
.01
.01
.01
.01
4300.00 1
.01
.01
.01
.01
4325.00
.01
.01
.01
.01
4350.00 1
.01
.01
.01
.01
4375.00 1
.01
.01
.01
.01
4400.00 1
.01
.01
.01
.01
4425.00 1
.01
.01
.01
.01
4450.00 1
.01
.01
.01
.01
4475.00 1
.01
.01
.01
.01
4500.00 1
.01
.01
.01
.01
4525.00 1
.01
.01
.01
.01
4550.00 1
.01
.01
.01
.01
4575.00 1
.01
.01
.01
.01
4600.00 1
.01
.01
.01
.01
4625.00 1
.01
.01
.01
.01
4650.00 I
.01
.01
.01
.01
4675.00
.01
.01
.01
.01
4700.00
.01
.01
.01
.01
4725.00
.01
.01
.01
.01
4750.00
.01
.01
.01
.01
4775.00
.01
.01
.01
.01
4800.00 1
.01
.01
.01
.01
4825.00 1
.01
.01
.01
.01
4850.00 1
.01
.01
.01
.01
4875.00 1
.01
.01
.01
.01
4900.00 I
.01
.01
.01
.01
4925.00 1
.01
.01
.01
.01
4950.00 1
.01
.01
.01
.01
4975.00 1
.01
.01
.01
.01
5000.00 1
.00
.00
.00
.00
5025.00 1
.00
.00
.00
.00
5050.00 1
.00
.00
.00
.00
5075.00 1
.00
.00
.00
.00
5100.00 1
.00
.00
.00
.00
5125.00 1
.00
.00
.00
.00
5150.00 1
.00
.00
.00
.00
5175.00 1
.00
.00
.00
.00
5200.00 1
.00
.00
.00
.00
5225.00 1
.00
.00
.00
.00
5250.00 1
.00
.00
.00
.00
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
2:45 PM
in each row.
-------------
Bentley Systems, Inc.
7/25/2006

Type....
Pond Routed
HYG (total out)
Page 6.30
Name....
POND
OUT Tag: 100
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97972.5\SWQP No.
1\Pondpack\SWANSWW1.ppw
HYDROGRAPH
ORDINATES
(Cfs)
Time I
Output Time
increment
= 5.00 min
min I
_________I________
Time on
left represents
time for
first value in each
row.
5275.00 1
.00
_____
.00
.00
____ ____
.00
__
00
5300.00 1
.00
.00
.00
.00
.00
5325.00 1
.00
.00
.00
.00
.00
5350.00 1
.00
.00
.00
.00
.00
5375.00 1
.00
.00
.00
.00
.00
5400.00
.00
.00
.00
.00
.00
5425.00
.00
.00
.00
.00
.00
5450.00
.00
.00
.00
.00
.00
5475.00 1
.00
.00
.00
.00
.00
5500.00
.00
.00
.00
.00
.00
5525.00 1
.00
.00
.00
.00
.00
5550.00 I
.00
.00
.00
.00
.00
5575.00 1
.00
.00
.00
.00
.00
5600.00 1
.00
.00
.00
.00
.00
5625.00 1
.00
.00
.00
.00
.00
5650.00 1
.00
.00
.00
.00
.00
5675.00 1
.00
.00
.00
.00
.00
5700.00 I
.00
.00
.00
.00
.00
5725.00 1
.00
.00
.00
.00
.00
5750.00 1
.00
.00
.00
.00
.00
5775.00 1
.00
.00
.00
.00
.00
5800.00 1
.00
.00
.00
.00
.00
5825.00
.00
.00
.00
.00
.00
5850.00 I
.00
.00
.00
.00
.00
5875.00 1
.00
.00
.00
.00
.00
5900.00 I
.00
.00
.00
.00
.00
5925.00 1
.00
.00
SIN: 37YXYWGXTMC9 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 2:45 PM 7/25/2006

Type....
Pond Routed
HYG (total out)
Page 6.31
Name....
POND
OUT Tag: 100
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97972.5\SWQP No.
1\Pondpack\SWANSWW1.ppw
_____ O -----
OUTLET 1... 5.01, 5.04, 5.10
P -----
POND... 4.01, 6.01
POND IN 10... 6.02, 6.04,
6.06
POND OUT 10... 2.01, 3.01,
6.08, 6.09, 6.10, 2.07, 3. 07,
6.16, 6.17, 6.18, 2.13, 3.13,
6.24, 6.25, 6.26
_____ W
Watershed... 1.01
SIN: 37YXYWGXTMC9
Bentley Pondpack (10.00.022.00)
2:45 PM
Bentley Systems, Inc.
7/25/2006

2"
1
1
1
1
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1
1
1.
1
0
Elev. vs. Volume
POND
10000 20000 30000
Volume (cu.ft)
40000
50000
POND I

Hydrograph
POND OUT
10
9
8
7
3 5
0
4
3
E
1
10
0 '
0 10 20 30 40 50 60 70 80 90 100
Time (min)
POND IN 10
POND OUT 10

SECTION 1

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Town of Swansboro - Wastewater Treatment Improvements
Swansboro, North Carolina
PN: E97-472.5 5/17/2006
Stormwater Quality Pond Design - Wastewater Treatment Plant Pond No. 2
Inflow Hydrograph: 10-Year 6-Hour Design Storm
Given: Tp (min) = 7.0
Qp (cfs) = 4.0
Result: Time (min) Inflow (cfs) Time (min) Inflow (cfs)
0.0
0.0
25.9
0.1
0.7
0.1
26.6
0.1
1.4
0.4
27.3
0.1
2.1
0.8
28.0
0.1
2.8
1.4
28.7
0.1
3.5
2.0
29.4
0.1
4.2
2.6
30.1
0.1
y 4.9
3.2
30.8
0.1
® 5.6
3.6
31.5
0.0
6.3
3.9
32.2
0.0
7.0
4.0
32.9
0.0
7.7
3.9
33.6
0.0
8.4
3.6
34.3
0.0
9.1
3.2
35.0
0.0
9.8
2.8
35.7
0.0
10.5
2.5
36.4
0.0
11.2
2.2
37.1
0.0
11.9
1.9
37.8
0.0
12.6
1.7
38.5
0.0
13.3
1.5
39.2
0.0
14.0
1.3
39.9
0.0
14.7
e
1.1
40.6
0.0
15.4
1.0
41.3
0.0
16.1
0.9
42.0
0.0
16.8
0.8
42.7
0.0
17.5
0.7
43.4
0.0
18.2
0.6
44.1
0.0
18.9
0.5
44.8
0.0
19.6
0.5
45.5
0.0
20.3
0.4
46.2
0.0
21.0
0.4
46.9
0.0
21.7
0.3
47.6
0.0
22.4
0.3
48.3
0.0
23.1
0.2
49.0
0.0
23.8
0.2
49.7
0.0
24.5
0.2
50.4
0.0
25.2
0.2
51.1
0.0
R VsndonY P1q.,\SW.nsT97172 5\SWQP No. 3GMow-hyd As

4.5
40
35
3.0
1.5
10
0.5
Inflow Hydrograph
10-Year 6-Hour Design Storm
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0.0
7.0 14.0 21.0 28.0 35.0 42.0 49.0
Time (min)
RUandonYP Jcas\Scans\ 974725\SWAP No 2Vnflm.hyd ds

'I v
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BTown of Swansboro - Wastewater Treatment Improvements
Swansboro, North Carolina
BPN: E97-472.5
5/17/2006
Stormwater Quality Pond Design - Wastewater Treatment Plant Pond No. 2
B Inflow Hydrograph: 257Year 6-Hour Design Storm
Given: Tp (min) = 12.0
Qp (cfs) = 4.5
B
BResult: Time (min) Inflow (cfs)
Time (min) Inflow (cfs)
0.0 0.0
44.4
0.2
B 1.2 0.1
45.6
0.1
2.4 0.4
46.8
0.1
3.6 0.9
48.0
0.1
4.8 1.6
49.2
0.1
B 6.0 2.3
50.4
0.1
7.2 2.9
51.6
0.1
8.4 3.6
52.8
0.1
9.6 4.1
B
54.0
0.1
10.8 4.4
55.2
0.0
12.0 4.5
56.4
0.0
B 13.2 4.4
57.6
0.0
14.4 4.1
58.8
0.0
15.6 3.6
60.0
0.0
16.8 3.2
61.2
0.0
B 18.0 2.8
62.4
0.0
19.2 2.4
63.6
0.0
20.4 2.1
64.8
0.0
21.6 1.9
B
66.0
0.0
22.8 1.7
67.2
0.0
24.0 1.5
68.4
0.0
25.2 1.3
B
69.6
0.0
26.4 1.1
70.8
0.0
27.6 1.0
72.0
0.0
B 28.8 0.9
73.2
0.0
30.0 0.8
74.4
0.0
31.2 0.7
75.6
0.0
32.4 0.6
76.8
0.0
B 33.6 0.5
78.0
0.0
34.8 0.5
79.2
0.0
36.0 0.4
80.4
0.0
37.2 0.3
B
81.6
0.0
38.4 0.3
82.8
0.0
39.6 0.3
84.0
0.0
40.8 0.2
B
85.2
0.0
42.0 0.2
86.4
0.0
43.2 0.2
B
87.6
0.0
R LLa .Y ProJe It w.'E97472,' S WQP NO 24nRow-hyd x ,
B

5.0
4.5
4.0
3.5
h
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0
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Inflow Hydrograph
25-Year 6-Hour Design Storm
1
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Time (min)
H+LnjioiY P vj2 3\Swans\E99472 SSWQP No 2waov„-hyd xls

MIN
am
MiN
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am
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am
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Town of Swansboro - Wastewater Treatment Improvements
Swansboro, North Carolina
PN: E97-472.5 5/17/2006
Stormwater Quality Pond Design - Wastewater Treatment Plant Pond No. 2
Inflow Hydrograph: 100-Year 6-Hour Design Storm
Given: Tp (min) = 19.0
Qp (cfs) = 5.4
Result: Time (min) Inflow (cfs) Time (min) Inflow (cfs)
0.0
0.0
70.3
0.2
1.9
0.1
72.2
0.2
3.8
0.5
74.1
0.1
5.7
1.1
76.0
0.1
7.6
1.9
77.9
0.1
9.5
2.7
79.8
0.1
11.4
3.5
81.7
0.1
13.3
4.3
83.6
0.1
15.2
4.9
85.5
0.1
17.1
5.3
87.4
0.1
19.0
5.4
89.3
0.1
20.9
5.3
91.2
0.0
22.8
4.9
93.1
0.0
24.7
4.3
95.0
0.0
26.6
3.8
96.9
0.0
28.5
3.3
98.8
0.0
30.4
2.9
100.7
0.0
32.3
2.6
102.6
0.0
34.2
2.3
104.5
0.0
36.1
2.0
106.4
0.0
38.0
1.7
108.3
0.0
39.9
1.5
110.2
0.0
41.8
1.3
112.1
0.0
43.7
1.2
114.0
0.0
45.6
1.0
115.9
0.0
47.5
0.9
117.8
0.0
49.4
0.8
119.7
0.0
51.3
0.7
121.6
0.0
53.2
0.6
123.5
0.0
55.1
0.5
125.4
0.0
57.0
0.5
127.3
0.0
58.9
0.4
129.2
0.0
60.8
0.4
131.1
0.0
62.7
0.3
133.0
0.0
64.6
0.3
134.9
0.0
66.5
0.2
136.8
0.0
68.4
0.2
138.7
0.0
R \I .Y Prgw,\Sw.\E974n SSWQP No 2VMow-hyd d,

6.0
5.0
4.0
h
c�
3
3.0
C
Ci
2.0
1.0
0.0
0.0
Inflow Hydrograph
100-Year 6-Hour Design Storm
,...,,
-
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.
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d
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19.0 35.0 57.0 76.0 95.0 114.0 133.0
Time (min)
N U.nndonYP jJ Swarr 974725SSWQP No. 2Wtbw-hydx

n
V o
T7 Z5
5 00
cufy
00
0
38
308
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111M

SECTION 2

Job File: R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.PPW
Rain Dir: R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\
JOB TITLE
Project Date: 7/25/2006
Project Engineer: W Landon Younce, P.E.
Project Title: Town of Swansboro Wastewater Treatment Improvements
Project Comments:
TOWN OF SWANSBORO
STORMWATER QUALITY POND NO. 2 DESIGN
NO. 2 OF TWO (2) EA STORMWATER DETENTION PONDS TO SERVE SITE
IMPROVEMENTS
TO THE TOWN OF SWANSBORO WASTEWATER TREATMENT PLANT SITE.
PN: E97-472.5
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Job File: R:\LandonY Projects\Swans\E97472.5\SWOP No. 2\Pondpack\SWANSWW2.PPW
Rain Dir: R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\
xx+x++++*++xxxxxxx+++ MASTER SUMMARY +++++xxxxxxx++++++x+xx
Watershed....... Master Network Summary ............. 1.01
++++++++++++++*++++x+xx TIME VS.ELEV +++++++++++++++++++++++
POND OUT
10
Time-Elev ..........................
2.01
POND OUT
25
Time-Elev ..........................
2.04
POND OUT
100
Time-Elev ..........................
2.07
++a++++x+++++++++++tat++ TIME VS.VOL +++++aaa++++++++++xx++a
POND OUT
10
Time vs.
Volume ....................
3.01
POND OUT
25
Time vs.
Volume ....................
3.04
POND OUT
100
Time vs.
Volume ....................
3.07
*********************** POND VOLUMES +++++++++++a+++++++xx++
POND............ Vol: Elev-Area ..................... 4.01
****+*************** OUTLET STRUCTURES +++++++++++++++++++++
OUTLET 1........ Outlet Input Data .................. 5.01
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Table of Contents
i
Individual Outlet Curves ........... 5.04
Composite Rating Curve ............. 5.07
+++++++++++++++++++++++ POND ROUTING *******++++++++++++++++
POND............
Pond E-V-Q Table ...................
6.01
POND
IN
10
Node: Pond Inflow Summary ..........
6.02
POND
IN
25
Node: Pond Inflow Summary ..........
6.04
POND
IN
100
Node: Pond Inflow Summary ..........
6.06
POND
OUT
10
Pond Routing Summary ...............
6.08
Detention Time .....................
6.09
Pond Routed HYG (total out) ........
6.10
POND
OUT
25
Pond Routing Summary ...............
6.13
Detention Time .....................
6.14
Pond Routed HYG (total out) ........
6.15
POND
OUT
100
Pond Routing Summary ...............
6.18
Detention Time .....................
6.19
Pond Routed HYG (total out) ........
6.20
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Table of Contents
ii
Table of Contents (continued)
MASTER DESIGN STORM SUMMARY
Hydrograph Queue Only Network
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
Hydrograph File Import Option Used For 1 node(s)
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Max
Return
HYG Vol
Qpeak
Qpeak
Max WSEL
Pond Storage
Node ID
__
Type
____
Event
______
cu.ft
__________
Trun
min
cfs
ft
cu.ft
*OUTFALL
JCT
10
2171
__
_________
10.00
.02
______
____________
`OUTFALL
JCT
25
4366
25.00
1.36
*OUTFALL
JCT
100
8363
30.00
2.59
POND
IN
POND
10
2316
R
5.00
3.26
POND
IN
POND
25
4530
10.00
4.20
POND
IN
POND
100
8507
20.00
5.35
POND
OUT
POND
10
2171
10.00
.02
19.93
5084
POND
OUT
POND
25
4386
25.00
1.36
20.27
6039
POND
OUT
POND
100
8363
30.00
2.59
20.63
7163
SWANSBORO
HYG
10
2337
R
7.00
4.00
SWANSBORO
HYG
25
4518
R
12.00
4.50
SWANSBORO
HYG
100
8533
R
19.00
5.40
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Master Network Summary
Name.... Watershed
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No.
TIME vs. ELEVATION (ft)
Page 1.01
2\Pondpack\SWANSWW2.ppw
Time I
Output Time
increment
= 5.00 min
min
---------I
Time
on left
-----
represents
time
for
first value
in each
row.
.00 1
19.00
19.21
----
19.59
------
19.80
-----------
19.88
25.00
19.92
19.93
19.93
19.93
19.92
50.00
19.92
19.92
19.92
19.91
19.91
75.00
1
19.91
19.90
19.90
19.90
19.90
100.00
I
19.89
19.89
19.89
19.89
19.88
125.00
19.88
19.68
19.87
19.67
19.87
150.00
19.87
19.86
19.86
19.86
19.86
175.00
1
19.85
19.85
19.85
19.84
19.84
200.00
19.84
19.84
19.63
19.83
19.83
225.00
19.82
19.82
19.62
19.82
19.81
250.00
1
19.81
19.81
19.81
19.80
19.80
275.00
19.80
19.79
19.79
19.79
19.79
300.00
19.78
19.78
19.78
19.78
19.77
325.00
1
19.77
19.77
19.76
19.76
19.76
350.00
1
19.76
19.75
19.75
19.75
19.75
375.00
1
19.74
19.74
19.74
19.73
19.73
400.00
1
19.73
19.73
19.72
19.72
19.72
425.00
19.72
19.71
19.71
19.71
19.70
450.00
19.70
19.70
19.70
19.69
19.69
475.00
1
19.69
19.69
19.68
19.68
19.68
500.00
1
19.67
19.67
19.67
19.67
19.66
525.00
1
19.66
19.66
19.66
19.65
19.65
550.00
19.65
19.64
19.64
19.64
19.64
575.00
19.63
19.63
19.63
19.63
19.62
600.00
19.62
19.62
19.61
19.61
19.61
625.00
19.61
19.60
19.60
19.60
19.59
650.00
1
19.59
19.59
19.59
19.58
19.58
675.00
19.58
19.58
19.57
19.57
19.57
700.00
19.56
19.56
19.56
19.56
19.55
725.00
19.55
19.55
19.55
19.54
19.54
750.00
19.54
19.53
19.53
19.53
19.53
775.00
1
19.52
19.52
19.52
19.52
19.51
800.00
19.51
19.51
19.50
19.50
19.50
825.00
19.50
19.49
19.49
19.49
19.48
850.00
19.48
19.48
19.47
19.47
19.47
875.00
1
19.47
19.46
19.46
19.46
19.45
900.00
19.45
19.45
19.45
19.44
19.44
925.00
1
19.44
19.44
19.43
19.43
19.43
950.00
1
19.42
19.42
19.42
19.42
19.41
975.00
1
19.41
19.41
19.41
19.40
19.40
1000.00
19.40
19.40
19.39
19.39
19.39
1025.00
19.39
19.38
19.38
19.38
19.38
1050.00
19.38
19.37
19.37
19.37
19.37
SIN: 37YXYWGXTMC4
Bentley Pondpack (10,00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No.
Storm... 10 Tag: 10
Page 2.01
Event: 10 yr
2\Pondpack\SWANSWW2.ppw
TIME vs. ELEVATION (ft)
Time I
Output
Time
increment
= 5.00
min
min
Time
on
left represents
time
for first
value in
each
row.
---------I-------------------------------------------------------------
1075.00
1
19.36
19.36
19.36
19.36
19.35
1100.00
1
19.35
19.35
19.35
19.35
19.34
1125.00
1
19.34
19.34
19.34
19.34
19.33
1150.00
19.33
19.33
19.33
19.33
19.32
1175.00
19.32
19.32
19.32
19.32
19.31
1200.00
1
19.31
19.31
19.31
19.31
19.30
1225.00
1
19.30
19.30
19.30
19.30
19.29
1250.00
1
19.29
19.29
19.29
19.29
19.29
1275.00
1
19.28
19.28
19.28
19.28
19.28
1300.00
1
19.28
19.27
19.27
19.27
19.27
1325.00
19.27
19.27
19.26
19.26
19.26
1350.00
19.26
19.26
19.26
19.25
19.25
1375.00
I
19.25
19.25
19.25
19.25
19.24
1400.00
I
19.24
19.24
19.24
19.24
19.24
1425.00
1
19.24
19.23
19.23
19.23
19.23
1450.00
1
19.23
19.23
19.23
19.22
19.22
1475.00
1
19.22
19.22
19.22
19.22
19.22
1500.00
1
19.21
19.21
19.21
19.21
19.21
1525.00
1
19.21
19.21
19.21
19.20
19.20
1550.00
1
19.20
19.20
19.20
19.20
19.20
1575.00
1
19.20
19.19
19.19
19.19
19.19
1600.00
1
19.19
19.19
19.19
19.19
19.19
1625.00
1
19.18
19.18
19.18
19.18
19.18
1650.00
1
19.18
19.18
19.18
19.17
19.17
1675.00
1
19.17
19.17
19.17
19.17
19.17
1700.00
1
19.17
19.17
19.17
19.16
19.16
1725.00
1
19.16
19.16
19.16
19.16
19.16
1750.00
1
19.16
19.16
19.16
19.15
19.15
1775.00
1
19.15
19.15
19.15
19.15
19.15
1800.00
1
19.15
19.15
19.15
19.15
19.14
1825.00
I
19.14
19.14
19.14
19.14
19.14
1850.00
1
19.14
19.14
19.14
19.14
19.14
1875.00
1
19.13
19.13
19.13
19.13
19.13
1900.00
19.13
19.13
19.13
19.13
19.13
1925.00
19.13
19.13
19.13
19.12
19.12
1950.00
19.12
19.12
19.12
19.12
19.12
1975.00
19.12
19.12
19.12
19.12
19.12
2000.00
19.12
19.11
19.11
19.11
19.11
2025.00
19.11
19.11
19.11
19.11
19.11
2050.00
1
19.11
19.11
19.11
19.11
19.11
2075.00
1
19.11
19.10
19.10
19.10
19.10
2100.00
19.10
19.10
19.10
19.10
19.10
2125.00
19.10
19.10
19.10
19.10
19.10
2150.00
1
19.10
19.10
19.09
19.09
19.09
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

1,
Type.... Time-Elev Page 2.02
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 10 Tag: 10
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= 5.00 min
min
______________________________________________________
Time
on
left represents
time
for
first value in
each
row.
2175.00
1
19.09
19.09
19.09
19.09
19.09
_
2200.00
1
19.09
19.09
19.09
19.09
19.09
2225.00
1
19.09
19.09
19.09
19.09
19.09
2250.00
1
19.08
19.08
19.08
19.08
19.08
2275.00
I
19.08
19.08
19.08
19.08
19.08
2300.00
19.08
19.08
19.08
19.08
19.08
2325.00
19.08
19.08
19.08
19.08
19.08
2350.00
1
19.07
19.07
19.07
19.07
19.07
2375.00
1
19.07
19.07
19.07
19.07
19.07
2400.00
1
19.07
19.07
19.07
19.07
19.07
2425.00
19.07
19.07
19.07
19.07
19.07
2450.00
I
19.07
19.07
19.07
19.06
19.06
2475.00
I
19.06
19.06
19.06
19.06
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev Page 2.03
Name.... POND 00T Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 10 Tag: 10
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= 5.00 min
min I
-__------ --------------------------------------------
Time
on
left represents
time
for
first value in
each
row.
I
.00 1
19.00
19.11
19.49
19.95
________-
20.21
25.00 1
20.27
20.24
20.20
20.15
20.10
50.00 1
20.07
20.04
20.02
20.01
20.01
75.00 1
20.00
20.00
20.00
19.99
19.99
100.00 1
19.99
19.98
19.98
19.98
19.98
125.00 1
19.97
19.97
19.97
19.97
19.96
150.00 1
19.96
19.96
19.95
19.95
19.95
175.00 1
19.
95
19.
94
19.
94
19.
94
19.
94
200.00 1
19.93
19.93
19.93
19.92
19.92
225.00 1
19.92
19.92
19.91
19.91
19.91
250.00 1
19.91
19.90
19.90
19.90
19.89
275.00 1
19.89
19.89
19.89
19.88
19.88
300.00 1
19.88
19.88
19.87
19.87
19.87
325.00 1
19.86
19.86
19.86
19.86
19.85
350.00 1
19.85
19.85
19.84
19.84
19.84
375.00 1
19.84
19.83
19.83
19.83
19.83
400.00 1
19.82
19.82
19.82
19.81
19.81
425.00 1
19.81
19.81
19.80
19.80
19.80
450.00 1
19.80
19.79
19.79
19.79
19.78
475.00 1
19.78
19.78
19.78
19.77
19.77
500.00 1
19.77
19.77
19.76
19.76
19.76
525.00 1
19.75
19.75
19.75
19.75
19.74
550.00 1
19.74
19.74
19.74
19.73
19.73
575.00 1
19.73
19.72
19.72
19.72
19.72
600.00 1
19.71
19.71
19.71
19.71
19.70
625.00 1
19.70
19.70
19.69
19.69
19.69
650.00 1
19.69
19.68
19.68
19.68
19.68
675.00 1
19.67
19.67
19.67
19.66
19.66
700.00 1
19.66
19.66
19.65
19.65
19.65
725.00 1
19.65
19.64
19.64
19.64
19.63
750.00 1
19.63
19.63
19.63
19.62
19.62
775.00 1
19.62
19.61
19.61
19.61
19.61
800.00 1
19.60
19.60
19.60
19.60
19.59
825.00 1
19.59
19.59
19.58
19.58
19.58
850.00 1
19.58
19.57
19.57
19.57
19.57
875.00 1
19.56
19.56
19.56
19.55
19.55
900.00 1
19.55
19.55
19.54
19.54
19.54
925.00 1
19.54
19.53
19.53
19.53
19.52
950.00 1
19.52
19.52
19.52
19.51
19.51
975.00 1
19.51
19.51
19.50
19.50
19.50
1000.00 1
19.49
19.49
19.49
19.48
19.48
1025.00 1
19.48
19.48
19.47
19.47
19.47
1050.00 1
19.46
19.46
19.46
19.46
19.45
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 3:42 PM 7/25/2006

Type.... Time-Elev Page 2.04
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 25 Tag: 25
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= 5.00
min
min
---------
I
I -------------------------------
Time
on left
represents
time
for
first value
in
each
row.
1075.00
1
19.45
19.45
19.44
---------------=---
19.44
19.44
1100.00
1
19.44
19.43
19.43
19.43
19.43
1125.00
1
19.42
19.42
19.42
19.42
19.41
1150.00
1
19.41
19.41
19.40
19.40
19.40
1175.00
1
19.40
19.40
19.39
19.39
19.39
1200.00
1
19.39
19.38
19.38
19.38
19.38
1225.00
1
19.37
19.37
19.37
19.37
19.36
1250.00
1
19.36
19.36
19.36
19.36
19.35
1275.00
1
19.35
19.35
19.35
19.34
19.34
1300.00
1
19.34
19.34
19.34
19.33
19.33
1325.00
1
19.33
19.33
19.33
19.32
19.32
1350.00
1
19.32
19.32
19.32
19.31
19.31
1375.00
1
19.31
19.31
19.31
19.30
19.30
1400.00
1
19.30
19.30
19.30
19.30
19.29
1425.00
1
19.29
19.29
19.29
19.29
19.28
1450.00
1
19.28
19.28
19.28
19.28
19.28
1475.00
19.27
19.27
19.27
19.27
19.27
1500.00
19.27
19.26
19.26
19.26
19.26
1525.00
1
19.26
19.26
19.25
19.25
19.25
1550.00
1
19.25
19.25
19.25
19.25
19.24
1575.00
1
19.24
19.24
19.24
19.24
19.24
1600.00
1
19.23
19.23
19.23
19.23
19.23
1625.00
1
19.23
19.23
19.22
19.22
19.22
1650.00
1
19.22
19.22
19.22
19.22
19.22
1675.00
1
19.21
19.21
19.21
19.21
19.21
1700.00
1
19.21
19.21
19.20
19.20
19.20
1725.00
1
19.20
19.20
19.20
19.20
19.20
1750.00
1
19.19
19.19
19.19
19.19
19.19
1775.00
1
19.19
19.19
19.19
19.19
19.18
1800.00
1
19.18
19.1E
19.18
19.18
19.18
1625.00
1
19.18
19.18
19.18
19.17
19.17
1850.00
1
19.17
19.17
19.17
19.17
19.17
1875.00
1
19.17
19.17
19.16
19.16
19.16
1900.00
1
19.16
19.16
19.16
19.16
19.16
1925.00
1
19.16
19.16
19.15
19.15
19.15
1950.00
1
19.15
19.15
19.15
19.15
19.15
1975.00
1
19.15
19.15
19.15
19.14
19.14
2000.00
1
19.14
19.14
19.14
19.14
19.14
2025.00
1
19.14
19.14
19.14
19.14
19.14
2050.00
1
19.13
19.13
19.13
19.13
19.13
2075.00
1
19.13
19.13
19.13
19.13
19.13
2100.00
1
19.13
19.13
19.12
19.12
19.12
2125.00
19.12
19.12
19.12
19.12
19.12
2150.00
1
19.12
19.12
19.12
19.12
19.12
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev Page 2.05
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 25 Tag: 25
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= 5.00
min
min I
---------i--------------
Time on left
represents
time
for
first value
in
each
row.
2175.00
1
19.11
19.11
--------
19.11
--------------------
19.11
19.11
2200.00
1
19.11
19.11
19.11
19.11
19.11
2225.00
1
19.11
19.11
19.11
19.11
19.11
2250.00
1
19.10
19.10
19.10
19.10
19.10
2275.00
1
19.10
19.10
19.10
19.10
19.10
2300.00
19.10
19.10
19.10
19.10
19.10
2325.00
19.10
19.09
19.09
19.09
19.09
2350.00
19.09
19.09
19.09
19.09
19.09
2375.00
1
19.09
19.09
19.09
19.09
19.09
2400.00
1
19.09
19.09
19.09
19.09
19.08
2425.00
1
19.08
19.08
19.08
19.08
19.08
2450.00
1
19.08
19.08
19.08
19.08
19.08
2475.00
1
19.08
19.08
19.08
19.08
19.08
2500.00
1
19.08
19.06
19.08
19.08
19.07
2525.00
1
19.07
19.07
19.07
19.07
19.07
2550.00
19.07
19.07
19.07
19.07
19.07
2575.00
19.07
19.07
19.07
19.07
19.07
2600.00
1
19.07
19.07
19.07
19.07
19.07
2625.00
1
19.07
19.07
19.06
19.06
19.06
2650.00
1
19.06
19.06
19.06
19.06
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006
II

Type.... Time-Elev
Name.... POND OUT Tag: 25
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 25 Tag: 25
TIME vs. ELEVATION (ft)
Page 2.06
Event: 25 yr
2\Pondpack\SWANSWW2.ppw
Time I
Output Time
increment
= 5.00
min
min
I
Time
on
left represents
time
for
first value
in
each
row.
.---__--_I--------------------------------------------------------------
.00 1
19.00
19.06
19.30
19.77
20.25
25.00
1
20.54
20.63
20.63
20.57
20.46
50.00
1
20.34
20.25
20.19
20.14
20.10
75.00
1
20.07
20.05
20.03
20.02
20.01
100.00
1
20.00
20.00
20.00
20.00
19.99
125.00
1
19.99
19.99,
19.98
19.98
19.98
150.00
19.98
19.97
19.97
19.97
19.97
175.00
19.96
19.96
19.96
19.95
19.95
200.00
19.
95
19.
95
19.
94
19.
94
19.94
225.00
19.94
19.93
19.93
19.93
19.92
250.00
1
19.92
19.92
19.92
19.91
19.91
275.00
1
19.91
19.90
19.90
19.90
19.90
300.00
1
19.89
19.89
19.89
19.89
19.88
325.00
1
19.88
19.88
19.87
19.87
19.87
350.00
1
19.87
19.86
19.86
19.86
19.86
375.00
1
19.85
19.85
19.85
19.84
19.84
400.00
1
19.84
19.84
19.83
19.83
19.83
425.00
1
19.83
19.82
19.82
19.82
19.81
450.00
1
19.81
19.81
19.81
19.80
19.80
475.00
1
19.80
19.80
19.79
19.79
19.79
500.00
1
19.78
19.78
19.78
19.78
19.77
525.00
1
19.77
19.77
19.77
19.76
19.76
550.00
1
19.76
19.75
19.75
19.75
19.75
575.00
1
19.74
19.74
19.74
19.74
19.73
600.00
1
19.73
19.73
19.72
19.72
19.72
625.00
1
19.72
19.71
19.71
19.71
19.71
650.00
1
19.70
19.70
19.70
19.69
19.69
675.00
1
19.69
19.69
19.68
19.68
19.68
700.00
1
19.68
19.67
19.67
19.67
19.66
725.00
1
19.66
19.66
19.66
19.65
19.65
750.00
1
19.
65
19.
64
19.64
19.
64
19.
64
775.00
1
19.63
19.63
19.63
19.63
19.
62
800.00
1
19.62
19.62
19.61
19.61
19.61
825.00
1
19.61
19.60
19.60
19.60
19.60
850.00
1
19.59
19.59
19.59
19.58
19.58
875.00
1
19.58
19.58
19.57
19.57
19.57
900.00
1
19.57
19.56
19.56
19.56
19.55
925.00
1
19.55
19.55
19.55
19.54
19.54
950.00
1
19.54
19.54
19.53
19.53
19.53
975.00
1
19.52
19.52
19.52
19.52
19.51
1000.00
1
19.51
19.51
19.51
19.50
19.50
1025.00
1
19.50
19.49
19.49
19.49
19.48
1050.00
1
19.48
19.48
19.48
19.47
19.47
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00) 3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472
Storm... 100 Tag: 100
Page 2.07
Event: 100 yr
5\SWQP No. 2\Pondpack\SWANSWW2.ppw
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= 5.00 min
min
I
Time
on
left represents
time
for
first value in
each
row.
---------
1075.00
I--------------------------------------------------------------
1
19.47
19.46
19.46
19.46
19.46
1100.00
1
19.45
19.45
19.45
19.44
19.44
1125.00
1
19.44
19.44
19.43
19.43
19.43
1150.00
1
19.43
19.42
19.42
19.42
19.41
1175.00
1
19.41
19.41
19.41
19.40
19.40
1200.00
1
19.40
19.40
19.39
19.39
19.39
1225.00
1
19.39
19.39
19.38
19.38
19.38
1250.00
1
19.38
19.37
19.37
19.37
19.37
1275.00
1
19.36
19.36
19.36
19.36
19.36
1300.00
1
19.35
19.35
19.35
19.35
19.34
1325.00
1
19.34
19.34
19.34
19.34
19.33
1350.00
1
19.33
19.33
19.33
19.33
19.32
1375.00
1
19.32
19.32
19.32
19.32
19.31
1400.00
1
19.31
19.31
19.31
19.31
19.30
1425.00
1
19.30
19.30
19.30
19.30
19.30
1450.00
1
19.29
19.29
19.29
19.29
19.29
1475.00
1
19.28
19.28
19.28
19.28
19.28
1500.00
1
19.28
19.27
19.27
19.27
19.27
1525.00
1
19.27
19.27
19.26
19.26
19.26
1550.00
1
19.26
19.26
19.26
19.25
19.25
1575.00
1
19.25
19.25
19.25
19.25
19.24
1600.00
1
19.24
19.24
19.24
19.24
19.24
1625.00
1
19.24
19.23
19.23
19.23
19.23
1650.00
1
19.23
19.23
19.23
19.22
19.22
1675.00
1
19.22
19.22
19.22
19.22
19.22
1700.00
1
19.22
19.21
19.21
19.21
19.21
1725.00
1
19.21
19.21
19.21
19.20
19.20
1750.00
1
19.20
19.20
19.20
19.20
19.20
1775.00
1
19.20
19.19
19.19
19.19
19.19
1800.00
1
19.19
19.19
19.19
19.19
19.19
1825.00
1
19.18
19.18
19.18
19.18
19.18
1850.00
1
19.18
19.18
19.18
19.18
19.17
1875.00
1
19.17
19.17
19.17
19.17
19.17
1900.00
1
19.17
19.17
19.17
19.16
19.16
1925.00
1
19.16
19.16
19.16
19.16
19.16
1950.00
1
19.16
19.16
19.16
19.15
19.15
1975.00
1
19.15
19.15
19.15
19.15
19.15
2000.00
1
19.15
19.15
19.15
19.15
19.14
2025.00
19.14
19.14
19.14
19.14
19.14
2050.00
19.14
19.14
19.14
19.14
19.14
2075.00
1
19.14
19.13
19.13
19.13
19.13
2100.00
1
19.13
19.13
19.13
19.13
19.13
2125.00
1
19.13
19.13
19.13
19.12
19.12
2150.00
1
19.12
19.12
19.12
19.12
19.12
S/N: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 3:42 PM 7/25/2006

Type.... Time-Elev Page 2.08
Name.... POND OUT Tag: 100 Event: 100 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 100 Tag: 100
TIME vs. ELEVATION (ft)
Time I
Output Time
increment = 5.00
min
min I
Time
on
left represents
time
for first
value in
each
row.
---------
2175.00
I----------------
1
19.12
-----------------
19.12
19.12
19.12
-----------
19.12
2200.00
1
19.12
19.11
19.11
19.11
19.11
2225.00
1
19.11
19.11
19.11
19.11
19.11
2250.00
1
19.11
19.11
19.11
19.11
19.11
2275.00
1
19.11
19.10
19.10
19.10
19.10
2300.00
1
19.10
19.10
19.10
19.10
19.10
2325.00
1
19.10
19.10
19.10
19.10
19.10
2350.00
1
19.10
19.10
19.09
19.09
19.09
2375.00
1
19.09
19.09
19.09
19.09
19.09
2400.00
1
19.09
19.09
19.09
19.09
19.09
2425.00
1
19.09
19.09
19.09
19.09
19.09
2450.00
1
19.08
19.08
19.08
19.08
19.08
2475.00
1
19.08
19.08
19.08
19.08
19.08
2500.00
1
19.08
19.08
19.08
19.08
19.08
2525.00
1
19.08
19.08
19.08
19.08
19.08
2550.00
1
19.07
19.07
19.07
19.07
19.07
2575.00
1
19.07
19.07
19.07
19.07
19.07
2600.00
1
19.07
19.07
19.07
19.07
19.07
2625.00
1
19.07
19.07
19.07
19.07
19.07
2650.00
1
19.07
19.07
19.07
19.06
19.06
2675.00
1
19.06
19.06
19.06
19.06
19.06
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time-Elev
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 100 Tag: 100
Page 2.09
Event: 100 yr
2\Pondpack\SWANSWW2.ppw
TIME vs.
VOLUME (cu.ft)
Time I
Output Time
increment =
5.00 min
min
---------
I
I ------------------------------
Time on left
represents
time for first
value in
each row.
.00 1
2812
3281
------------------------
4179
4730
4952
25.00
1
5045
5084
5077
5069
5062
50.00
5054
5047
5040
5032
5025
75.00
5017
5010
5002
4995
4988
100.00
4980
4973
4965
4958
4951
125.00
1
4943
4936
4929
4921
4914
150.00
1
4906
4899
4892
4884
4877
175.00
1
4870
4862
4855
4848
4840
200.
00 1
4833
4826
4819
4811
4804
225.00
1
4797
4789
4782
4775
4768
250.00
1
4760
4753
4746
4739
4731
275.00
1
4724
4717
4710
4702
4695
300.00
1
4688
4681.
4674
4666
4659
325.00
1
4652
4645
4638
4631
4623
350.00
1
4616
4609
4602
4595
4588
375.00
1
4580
4573
4566
4559
4552
400.00
1
4545
4538
4531
4523
4516
425.00
1
4509
4502
4495
4488
4481
450.00
1
4474
4467
4460
4453
4446
475.00
I
4439
4432
4425
4417
4410
500.00
4403
4396
4389
4382
4375
525.00
4368
4361
4354
4347
4340
550.00
4333
4327
4320
4313
4306
575.00
1
4299
4292
4285
4278
4271
600.00
1
4264
4257
4250
4243
4236
625.00
1
4229
4222
4216
4209
4202
650.00
1
4195
4188
4181
4174
4167
675.00
1
4161
4154
4147
4140
4133
700.00
1
4126
4120
4113
4106
4099
725.00
1
4092
4085
4079
4072
4065
750.00
1
4058
4051
4045
4038
4031
775.00
1
4024
4018
4011
4004
3997
800.00
1
3991
3984
3977
3970
3963
825.00
1
3956
3948
3941
3933
3926
850.00
1
3919
3911
3904
3897
3890
875.00
1
3883
3876
3869
3862
3855
900.00
1
3848
3842
3835
3828
3821
925.00
1
3815
3808
3802
3795
3789
950.00
1
3783
3776
3770
3764
3758
975.00
1
3751
3745
3739
3733
3727
1000.00
3721
3715
3709
3704
3698
1025.00
i
3692
3686
3681
3675
3669
1050.00
1
3664
3658
3653
3647
3642
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 3:42 PM 7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 10 Tag: 10
Page 3.01
Event: 10 yr
2\Pondpack\SWANSWW2.ppw
TIME vs.
VOLUME (6u.ft)
Time
I
Output Time
increment =
5.00 min
min
---------
I
I ----
Time on left
--------------------------
represents
time for first
value in
each row.
1075.00
1
3637
3631
3626
3621
3616
1100.00
1
3610
3605
3600
3595
3590
1125.00
1
3585
3580
3575
3570
3565
1150.00
1
3560
3555
3551
3546
3541
1175.00
1
3536
3532
3527
3523
3518
1200.00
1
3513
3509
3504
3500
3496
1225.00
1
3491
3487
3483
3478
3474
1250.00
1
3470
3465
3461
3457
3453
1275.00
1
3449
3445
3441
3437
3433
1300.00
1
3429
3425
3421
3417
3413
1325.00
1
3409
3405
3402
3398
3394
1350.00
1
3390
3387
3383
3379
3376
1375.00
1
3372
3369
3365
3362
3358
1400.00
1
3355
3351
3348
3344
3341
1425.00
1
3337
3334
3331
3328
3324
1450.00
1
3321
3318
3315
3311
3308
1475.00
1
3305
3302
3299
3296
3293
1500.00
1
3290
3287
3283
3281
3276
1525.00
1
3275
3272
3269
3266
3263
1550.00
1
3260
3257
3254
3252
3249
1575.00
1
3246
3243
3241
3238
3235
1600.00
1
3232
3230
3227
3225
3222
1625.00
1
3219
3217
3214
3212
3209
1650.00
1
3207
3204
3202
3199
3197
1675.00
1
3194
3192
3190
3187
3185
1700.00
1
3182
3180
3178
3175
3173
1725.00
1
3171
3169
3166
3164
3162
1750.00
1
3160
3158
3155
3153
3151
1773.00
1
3149
3147
3145
3143
3140
1800.00
1
3138
3136
3134
3132
3130
1825.00
1
3126
3126
3124
3122
3120
1850.00
1
3118
3117
3115
3113
3111
1875.00
1
3109
3107
3105
3103
3102
1900.00
1
3100
3098
3096
3094
3093
1925.00
1
3091
3089
3087
3086
3084
1950.00
1
3082
3080
3079
3077
3075
1975.00
1
3074
3072
3071
3069
3067
2000.00
1
3066
3064
3063
3061
3059
2025.00
1
3058
3056
3055
3053
3052
2050.00
1
3050
3049
3047
3046
3044
2075.00
1
3043
3041
3040
3039
3037
2100.00
1
3036
3034
3033
3032
3030
2125.00
1
3029
3027
3026
3025
3023
2150.00
1
3022
3021
3020
3018
3017
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume Page 3.02
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 10 Tag: 10
TIME vs.
VOLUME (cu.ft)
Time I
Output Time
increment =
5.00 min
min I
-------- I ---------------------------------
Time on left
represents
time for first
value in
each row.
2175.00
1
3016
3014
--------------------
3013
3012
3011
2200.00
1
3009
3008
3007
3006
3005
2225.00
1
3003
3002
3001
3000
2999
2250.00
1
2997
2996
2995
2994
2993
2275.00
1
2992
2991
2989
2988
2987
2300.00
1
2986
2985
2984
2983
2982
2325.00
1
2981
2980
2979
2978
2977
2350.00
1
2976
2975
2974
2973
2972
2375.00
1
2971
2970
2969
2968
2967
2400.00
1
2966
2965
2964
2963
2962
2425.00
1
2961
2960
2959
2958
2957
2450.00
1
2956
2956
2955
2954
2953
2475.00
1
2952
2951
2950
2949
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No.
Storm... 10 Tag: 10
Page 3.03
Event: 10 yr
2\Pondpack\SWANSWW2.ppw
TIME vs.
VOLUME (cu.ft)
Time I
Output Time
increment = 5.00
min
min
--------
I
Time on left
represents
time for first
value in
each row.
I ----------------------------
.00
2812
3056
-----------
3951
5146
-
5875
25.00
6039
5969
5827
5681
5556
50.00
1
5463
5391
5338
5306
5287
75.00
1
5275
5267
5260
5252
5244
100.00
1
5237
5229
5222
5214
5207
125.00
1
5199
5192
5184
5177
5169
150.00
I
5161
5154
5146
5139
5131
175.00
5124
5116
5109
5101
5094
200.00
1
5087
5079
5072
5064
5057
225.00
1
5049
5042
5034
5027
5020
250.00
1
5012
5005
4997
4990
4982
275.00
4975
4968
4960
4953
4946
300.00
4938
4931
4923
4916
4909
325.00
I
4901
4894
4887
4879
4872
350.00
4865
4857
4850
4843
4835
375.00
4828
4821
4813
4806
4799
400.00
4792
4784
4777
4770
4763
425.00
1
4755
4748
4741
4734
4726
450.00
1
4719
4712
4705
4697
4690
475.00
1
4683
4676
4669
4661
4654
500.00
1
4647
4640
4633
4626
4618
525.00
4611
4604
4597
4590
4583
550.00
I
4575
4568
4561
4554
4547
575.00
1
4540
4533
4526
4519
4511
600.00
1
4504
4497
4490
4483
4476
625.00
I
4469
4462
4455
4448
4441
650.00
4434
4427
4420
4413
4406
675.00
4399
4392
4385
4378
4371
700.00
4364
4357
4350
4343
4336
725.00
I
4329
4322
4315
4308
4301
750.00
4294
4287
4280
4273
4266
775.00
1
4259
4252
4245
4238
4232
800.00
4225
4218
4211
4204
4197
825.00
4190
4193
4176
4170
4163
850.00
1
4156
4149
4142
4135
4128
875.00
1
4122
4115
4108
4101
4094
900.00
1
4068
4081
4074
4067
4060
925.00
1
4054
4047
4040
4033
4026
950.00
1
4020
4013
4006
3999
3993
975.00
3986
3979
3972
3966
3958
1000.00
3951
3943
3936
3928
3921
1025.00
3914
3906
3899
3892
3685
1050.00
1
3878
3871
3864
3857
3850
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 3:42 PM 7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 25
File.... R:\LandonY Projects\3wans\E97472.5\SWQP No
Storm... 25 Tag: 25
Page 3.04
Event: 25 yr
2\Pondpack\SWANSWW2.ppw
TIME vs.
VOLUME (cu.ft)
Time I
Output Time
increment =
5.00 min
min
Time on left
represents
time for first
value in
each row.
---------I---------
1075.00
1
3844
--------------------------------------------
3837
3830
3823
3817
1100.00
1
3810
3804
3797
3791
3785
1125.00
1
3778
3772
3766
3759
3753
1150.00
1
3747
3741
3735 -
3729
3723
1175.00
1
3717
3711
3705
3700
3694
1200.00
1
3688
3682
3677
3671
3666
1225.00
1
3660
3655
3649
3644
3638
1250.00
I
3633
3628
3622
3617
3612
1275.00
3607
3602
3596
3591
3586
1300.00
3581
3576
3572
3567
3562
1325.00
3557
3552
3547
3543
3538
1350.00
1
3533
3529
3524
3519
3515
1375.00
3510
3506
3501
3497
3493
1400.00
3488
3484
3480
3475
3471
1425.00
3467
3463
3458
3454
3450
1450.00
1
3446
3442
3438
3434
3430
1475.00
3426
3422
3418
3414
3410
1500.00
3407
3403
3399
3395
3392
1525.00
3388
3384
3381
3377
3373
1550.00
1
3370
3366
3363
3359
3356
1575.00
3352
3349
3345
3342
3339
1600.00
3335
3332
3329
3325
3322
1625.00
1
3319
3316
3312
3309
3306
1650.00
3303
3300
3297
3294
3290
1675.00
3287
3284
3281
3278
3275
1700.00
3273
3270
3267
3264
3261
1725.00
1
3258
3255
3252
3250
3247
1750.00
1
3244
3241
3239
3236
3233
1775.00
1
3231
3228
3225
3223
3220
1800.00
3218
3215
3212
3210
3207
1825.00
3205
3202
3200
3198
3195
1850.00
1
3193
3190
3188
3185
3183
1875.00
1
3181
3178
3176
3174
3172
1900.00
1
3169
3167
3165
3163
3100
1925.00
1
3158
3156
3154
3152
3150
1950.00
3147
3145
3143
3141
3139
1975.00
3137
3135
3133
3131
3129
2000.00
3127
3125
3123
3121
3119
2025.00
I
3117
3115
3113
3111
3110
2050.00
I
3108
3106
3104
3102
3100
2075.00
3098
3097
3095
3093
3091
2100.00
3090
3088
3086
3084
3083
2125.00
3081
3079
3078
3076
3074
2150.00
1
3073
3071
3069
3068
3066
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type....
Time vs.
Volume
Name....
POND
OUT
Tag:
25
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 25 Tag: 25
TIME vs. VOLUME (cu.ft)
Page 3.05
Event: 25 yr
2\Pondpack\SWANSWW2.ppw
Time I
Output Time increment = 5.00
min
min I
Time on left
represents
time for first
value in
each row.
---------
2175.00
I --------------------------------------------------------------
1
3065
3063
3061
3060
3058
2200.00
1
3057
3055
3054
3052
3051
2225.00
1
3049
3048
3046
3045.
3043
2250.00
1
3042
3040
3039
3038
3036
2275.00
1
3035
3033
3032
3031
3029
2300.00
1
3028
3027
3025
3024
3023
2325.00
1
3021
3020
3019
3017
3016
2350.00
1
3015
3014
3012
3011
3010
2375.00
1
3009
3007
3006
3005
3004
2400.00
1
3002
3001
3000
2999
2998
2425.00
1
2997
2995
2994
2993
2992
2450.00
1
2991
2990
2989
2988
2987
2475.00
1
2985
2904
2983
2982
2981
2500.00
1
2980
2979
2978
2977
2976
2525.00
1
2975
2974
2973
2972
2971
2550.00
1
2970
2969
2968
2967
2966
2575.00
1
2965
2964
2963
2962
2961
2600.00
1
2960
2959
2959
2958
2957
2625.00
1
2956
2955
2954
2953
2952
2650.00
1
2951
2951
2950
2949
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 FM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. volume Page 3.06
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 25 Tag: 25
TIME vs. VOLUME (cu.ft)
Time I
Output Time increment =
5.00 min
min
--------
I
I -----------------
Time on left
represents
time for first
value in
each row.
.00 1
2812
------------
2936
3492
-----------------
4646
5981
25.00
1
6861
7163
7160
6947
6606
50.00
1
6265
5999
5800
5657
5549
75.00
1
5465
5404
5368
5335
5304
100.00
1
5286
5275
5267
5259
5252
125.00
1
5244
5236
5229
5221
5214
150.00
I
5206
5199
5191
5184
5176
175.00
5169
5161
5153
5146
5138
200.00
5131
5123
5116
5108
5101
225.00
1
5094
5086
5079
5071
5064
250.00
1
5056
5049
5041
5034
5026
275.00
1
5019
5012
5004
4997
4989
300.00
1
4982
4975
4967
4960
4952
325.00
1
4945
4938
4930
4923
4916
350.00
1
4908
4901
4894
4886
4879
375.00
1
4871
4864
4857
4850
4842
400.00
1
4835
4828
4820
4813
4806
425.00
1
4798
4791
4784
4777
4769
450.00
1
4762
4755
4748
4740
4733
475.00
1
4726
4719
4711
4704
4697
500.00
1
4690
4683
4675
4668
4661
525.00
1
4654
4647
4639
4632
4625
550.00
1
4618
4611
4604
4596
4589
575.00
1
4582
4575
4568
4561
4554
600.00
1
4546
4539
4532
4525
4518
625.00
1
4511
4504
4497
4490
4483
650.00
1
4476
4469
4461
4454
4447
675.00
1
4440
4433
4426
4419
4412
700.00
1
4405
4398
4391
4384
4377
725.00
1
4370
4363
4356
4349
4342
750.00
1
4335
4328
4321
4314
4307
775.00
1
4300
4293
4286
4279
4273
800.00
1
4266
4259
4252
4245
4238
825.00
1
4231
4224
4217
4210
4203
850.00
1
4197
4190
4183
4176
4169
875.00
1
4162
4155
4149
4142
4135
900.00
1
4128
4121
4114
4108
4101
925.00
1
4094
4087
4060
4073
4067
950.00
1
4060
4053
4046
4040
4033
975.00
1
4026
4019
4012
4006
3999
1000.00
1
3992
3985
3979
3972
3965
1025.00
1
3958
3950
3943
3935
3928
1050.00
1
3920
3913
3906
3899
3892
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 100 Tag: 100
TIME vs. VOLUME (cu.ft)
Page 3.07
Event: 100 yr
2\Pondpack\SWANSWW2.ppw
Time I
Output Time increment =
5.00 min
min I
---------
Time on left
represents
time for first
value in
each row.
1075.00
I ---------------------------------
1
3885
3878
---------------------
3871
3864
3857
1100.00
1
3850
3843
3836
3830
3823
1125.00
I
3816
3810
3803
3797
3790
1150.00
3784
3778
3771
3765
3759
1175.00
3753
3747
3741
3735
3729
1200.00
3723
3717
3711
3705
3699
1225.00
1
3693
3688
3682
3676
3671
1250.00
3665
3660
3654
3649
3643
1275.00
3638
3633
3627
3622
3617
1300.00
1
3612
3606
3601
3596
3591
1325.00
1
3586
3581
3576
3571
3566
1350.00
1
3561
3557
3552
3547
3542
1375.00
3538
3533
3528
3524
3519
1400.00
3515
3510
3506
3501
3497
1425.00
3492
3488
3484
3479
3475
1450.00
3471
3466
3462
3458
3454
1475.00
I
3450
3446
3442
3438
3434
1500.00
3430
3426
3422
3418
3414
1525.00
3410
3406
3403
3399
3395
1550.00
3391
3388
3384
3380
3377
1575.00
1
3373
3369
3366
3362
3359
1600.00
I
3355
3352
3348
3345
3342
1625.00
3338
3335
3332
3328
3325
1650.00
3322
3319
3315
3312
3309
1675.00
3306
3303
3300
3296
3293
1700.00
3290
3287
3284
3281
3278
1725.00
1
3275
3272
3269
3267
3264
1750.00
3261
3258
3255
3252
3250
1775.00
3247
3244
3241
3239
3236
1800.00
1
3233
3230
3228
3225
3223
1825.00
I
3220
3217
3215
3212
3210
1850.00
3207
3205
3202
3200
3197
1875.00
3195
3192
3190
3188
3185
1900.00
3183
3181
3178
3176
3174
1925.00
I
3171
3169
3167
3165
3162
1950.00
3160
3158
3156
3154
3152
1975.00
3149
3147
3145
3143
3141
2000.00
3139
3137
3135
3133
3131
2025.00
3129
3127
3125
3123
3121
2050.00
1
3119
3117
3115
3113
3111
2075.00
3109
3108
3106
3104
3102
2100.00
I
3100
3098
3097
3095
3093
2125.00
3091
3089
3088
3086
3084
2150.00
1
3083
3081
3079
3078
3076
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Time vs. Volume Page 3.08
Name.... POND OUT Tag: 100 Event: 100 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 100 Tag: 100
TIME vs. VOLUME (cu.ft)
Time I
Output Time increment = 5.00
min
min
---------I-------------------------------------
Time on left
represents
time for first
value in
each row.
2175.00
1
3074
3073
------------------------
3071
3069
3068
2200.00
1
3066
3064
3063
3061
3060
2225.00
1
3058
3057
3055
3054
3052
2250.00
1
3051
3049
3048
3046
3045
2275.00
1
3043
3042
3040
3039
3038
2300.00
1
3036
3035
3033
3032
3031
2325.00
1
3029
3028
3026
3025
3024
2350.00
1
3022
3021
3020
3019
3017
2375.00
1
3016
3015
3013
3012
3011
2400.00
1
3010
3008
3007
3006
3005
2425.00
1
3004
3002
3001
3000
2999
2450.00
1
2998
2997
2995
2994
2993
2475.00
1
2992
2991
2990
2989
2988
2500.00
1
2986
2985
2984
2983
2982
2525.00
1
2981
2980
2979
2978
2977
2550.00
1
2976
2975
2974
2973
2972
2575.00
1
2971
2970
2969
2968
2967
2600.00
1
2966
2965
2964
2963
2962
2625.00
1
2961
2960
2959
2958
2958
2650.00
1
2957
2956
2955
2954
2953
2675.00
1
2952
2951
2950
2950
2949
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 3:42 PM 7/25/2006
I

Type.... Time vs. Volume Page 3.09
Name.... POND OUT Tag: 100 Event: 100 yr
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 100 Tag: 100
Elevation Planimeter
Area
Al+A2+sgr(A1*A2)
Volume
Volume Sum
(ft) (sq.in)
------------------
(sq.ft)
(sq.ft)
(cu.ft)
(cu.ft)
15.00 -----
----
68
------------------------
0
0
0
16.00 -----
208
395
132
132
17.00 -----
408
907
302
434
18.00 -----
1152
2246
749
1183
19.00 -----
2160
4889
1630
2812
20.00 -----
2772
7379
2460
5272
21.00 -----
3456
9323
3108
8380
22.00 -----
4212
11483
3828
12208
23.00 -----
5040
13859
4620
16827
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Areal))
where: EL1, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2
S/N: 37YXYWGXTMC9
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Vol: E1ev-Area
Name.... POND
Page 4.01
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 15.00 ft
Increment = .50 ft
Max. Elev.= 23.00 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (Upstream to DnStream)
<--- Reverse Flow Only (DnStream to Upstream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall E1, ft E2, ft
_________________ ____ ------- - _
___
Stand Pipe SP > CV 20.000 23.000
Orifice -Circular OR ---> CV 19.000 23.000
Culvert -Circular CV ---> TW 18.000 23.000
TW SETUP, US Channel
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Outlet Input Data
Name.... OUTLET 1
Page 5.01
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID
= SP
Structure Type
--------------------
= Stand Pipe
--------
# of Openings
= 1
Invert Elev.
= 20.00 ft
Diameter
= 18.00 in
Orifice Area
= 1.7671 sq.ft
Orifice Coeff.
_ .510
Weir Length
= 4.71 ft
Weir Coeff.
= 3.330
K, Reverse
= 1.000
Mannings n
= .0000
Kev,Charged Riser
= .000
Weir Submergence
= No
Structure ID = OR
Structure Type = Orifice -Circular
# of Openings = 1
Invert Elev. = 19.00 ft
Diameter = .50 in
Orifice Coeff. _ .510
SIN: 37YXYWGXTMC9
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Outlet Input Data
Name.... OUTLET 1
Page 5.02
II
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID
= CV
Structure Type
------------------------------------
= Culvert
-Circular
No. Barrels
=
1
Barrel Diameter
= 8.00
in
Upstream Invert
= 18.00
ft
Dnstream Invert
= 17.00
ft
Horiz. Length
= 55.00
ft
Barrel Length
= 55.01
ft
Barrel Slope
= .01818
ft/ft
OUTLET CONTROL DATA...
Mannings n =
.0240
Ke =
.5000
Kb =
.163022
Kr =
1.0000
HW Convergence =
.001
INLET CONTROL DATA...
Equation form =
1
Inlet Control K =
.0098
Inlet Control M =
2.0000
Inlet Control c =
.03980
Inlet Control Y =
.6700
T1 ratio (HW/D) =
1.108
T2 ratio (HW/D) =
1.298
Slope Factor =
-.500
Calc inlet only =
Yes
(forward entrance loss)
(per ft of full flow)
(reverse entrance loss)
+/- ft
Use unsubmerged inlet control Form 1 equ. below T1 elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone
between
unsubmerged
and submerged inlet control,
interpolate between
flows
at T1 a T2...
At T1 Elev = 18.74
ft
---> Flow
= 1.00 cfs
At T2 Elev = 18.87
ft
---> Flow
= 1.14 cfs
Structure ID = TW
Structure Type = TW SETUP, IS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 30
Min.
TW
tolerance =
.01
ft
Max.
TW
tolerance =
.01
ft
Min.
HW
tolerance =
.01
ft
Max.
HW
tolerance =
.01
ft
Min.
Q
tolerance =
.10
cfs
Max.
Q
tolerance =
.10
cfs
SIN: 37YXYWGXTMC9 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 3:42 PM 7/25/2006

Type.... Outlet Input Data
Name.... OUTLET 1
Page 5.03
1 File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
RATING TABLE
FOR ONE
OUTLET TYPE
Structure ID
= SP
(Stand Pipe)
--------------------------------------
Upstream ID
= (Pond Water Surface)
DNstream ID
= CV
(Culvert -Circular)
Pond
WS.
Device
(into) Converge
Next DS
HGL Q
SUM DS Chan. TW
Elev.
Q
HW HGL
DS HGL
DS HGL Error Error
TW
Error
ft
_______
cfs
________
ft
_-__ _______
ft
ft +/-ft +/-cfs
ft
+/-ft
15.00
.00
...
...
_ ------
...
------
... ...
-------
Free
-------
Outfall
WS below an
invert;
no flow.
15.50
.00
...
...
...
... ...
Free
Outfall
WS below an
invert;
no flow.
16.00
.00
...
...
...
... ...
Free
Outfall
WS below an
invert;
no flow.
16.50
.00
...
...
...
... ...
Free
Outfall
WS below an
invert;
no flow.
17.00
.00
...
...
...
... ...
Free
Outfall
WS below an
invert;
no flow.
17.50
.00
...
...
...
... ...
Free
Outfall
WS below an
invert;
no flow.
18.00
.00
...
...
... ...
...
Free
Outfall
WS below an
invert;
no flow.
18.50
.00
...
...
...
...
Free
Outfall
WS below an
invert;
no flow.
19.00
.00
...
...
... ...
...
Free
Outfall
WS below an
invert;
no flow.
19.50
.00
...
...
... ...
...
Free
Outfall
WS below an
invert;
no flow.
20.00
.00
...
...
... ...
...
Free
Outfall
WS below an
invert;
no flow.
20.50
*
20.50
20.50
20.50 .000
.000
Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL:
Kev=O. Hev=0.000
21.00
*
21.00
21.00
21.00 .000
.000
Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL:
Kev=O.
Hev=0.000
21.50
*
21.50
21.50
21.50 .000
.000
Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL:
Kev=O. Hev=0.000
22.00
*
22.00
22.00
22.00 .000
.000
Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL:
Kev=O.
Hev=0.000
22.50
22.50
22.50
22.50 .000
.000
Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL:
Kev=O. Hev=0.000
23.00
23.00
23.00
23.00 .000
.000
Free
Outfall
FULLY CHARGED RISER,
DOWNSTREAM
CONTROL:
Kev=O. Hev=0.000
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Individual Outlet Curves
Name.... OUTLET 1
Page 5.04
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
RATING TABLE FOR ONE
OUTLET TYPE
Structure
ID = OR
(Orifice -Circular)
--------------------------------------
Upstream
ID = (Pond
Water Surface)
DNstream
ID = CV
(Culvert -Circular)
Pond
WS.
Device
(into)
Converge
Next DS HGL Q SUM
DS Chan.
TW
Elev.
Q
HW HGL
DS HGL
DS HGL Error Error
TW
Error
ft
- -----
cfs
-------
ft
ft
ft +/-ft +/-cfs
ft
+/-ft
15.00
.00
...
---
...
------- ------ ------
... ... ...
Free
------
Outfall
WS below
an invert;
no flow.
15.50
.00
...
...
...
Free
Outfall
WS below
an invert;
no flow.
16.00
.00
...
...
... ... ...
Free
Outfall
WS below
an invert;
no flow.
16.50
.00
...
...
... ... ...
Free
Outfall
WS below
an invert;
no flow.
17.00
.00
...
...
... ... ...
Free
Outfall
WS below
an invert;
no flow.
17.50
.00
...
...
... ... ...
Free
Outfall
WS below
an invert;
no flow.
18.00
.00
...
...
... ... ...
Free
Outfall
WS below
an invert;
no flow.
18.50
.00
...
...
... ... ...
Free
Outfall
WS below
an invert;
no flow.
19.00
.00
...
...
... ... ...
Free
Outfall
WE below
an invert;
no flow.
19.50
.00
19.50
Free
18.11 .000 .000
Free
Outfall
H =.98
20.00
.01
20.00
Free
18.11 .000 .000
Free
Outfall
H =.98
20.50
*
20.50
20.50
20.50 .000 .000
Free
Outfall
FLOW PRECEDENCE
SET
TO DOWNSTREAM CONTROLLING STRUCTURE
21.00
*
21.00
21.00
21.00 .000 .000
Free
Outfall
FLOW PRECEDENCE
SET
TO DOWNSTREAM CONTROLLING STRUCTURE
21.50
*
21.50
21.50
21.50 .000 .000
Free
Outfall
FLOW PRECEDENCE SET
TO DOWNSTREAM CONTROLLING STRUCTURE
22.00
*
22.00
22.00
22.00 .000 .000
Free
Outfall
FLOW PRECEDENCE
SET
TO DOWNSTREAM CONTROLLING STRUCTURE
22.50
*
22.50
22.50
22.50 .000 .000
Free
Outfall
FLOW PRECEDENCE
SET
TO DOWNSTREAM CONTROLLING STRUCTURE
23.00
*
23.00
23.00
23.00 .000 .000
Free
Outfall
FLOW PRECEDENCE
SET
TO DOWNSTREAM CONTROLLING STRUCTURE
SIN: 37YXYWGXTMC9 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 3:42 PM 7/25/2006 1

aType.... Individual Outlet Curves
Name.... OUTLET 1
Page 5.05
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CV (Culvert -Circular)
--------------------------------------
Mannings open channel maximum
capacity:
.95
cfs
Upstream ID's= SP, OR
DNstream ID = TW (Pond Outfall)
Pond
WS.
Device
(into) Converge Next
DS HGL Q
SUM
DS Chan.
TW
Elev.
Q
HW HGL DS HGL DS HGL
Error Error
TW
Error
ft
-
cfs
--------
ft ft ft
+/-ft +/-cfs
ft
+/-ft
15.00
.00
------- -------- -----
... ...
-----
... ...
Free
------
Outfall
WS below an invert; no flow.
15.50
.00
... ... ...
... ...
Free
Outfall
WS below an invert; no flow.
16.00
.00
... ... ...
... ...
Free
Outfall
WS below an invert; no flow.
16.50
.00
... ... ...
...
Free
Outfall
WS below an invert; no flow.
17.00
.00
... ... ...
... ...
Free
Outfall
WS below an invert; no flow.
17.50
.00
... ... ...
...
Free
Outfall
WS below an invert; no flow.
18.00
.00
... ... ...
...
Free
Outfall
WS below an invert; no flow.
18.50
.00
... ... ...
... ...
Free
Outfall
WS below an invert; no flow.
19.00
.00
... ... ...
... ...
Free
Outfall
WS below an invert; no flow.
19.50
.02
18.11 Free Free
.000
.020
Free
Outfall
INLET CONTROL... Equ.l: HW =.11
do=1.00
Ac=.0252
20.00
.02
18.11 Free Free
.000
.018
Free
Outfall
INLET CONTROL... Equ.l: HW =.11
do=1.00
Ac=.0252
20.50
2.51
20.50 Free Free
.000 2.601
Free
Outfall
INLET CONTROL... Submerged:
HW =2.50
21.00
2.80
21.00 Free Free
.000 4.430
Free
Outfall
INLET CONTROL... Submerged:
HW =3.00
21.50
3.06
21.50 Free Free
.000 5.794
Free
Outfall
INLET CONTROL... Submerged:
HW =3.50
22.00
3.30
22.00 Free Free
.000 6.923
Free
Outfall
INLET CONTROL... Submerged:
HW =9.00
22.50
3.53
22.50 Free Free
.000 7.905
Free
Outfall
INLET CONTROL... Submerged:
HW =9.50
23.00
3.74
23.00 Free Free
.000 8.786
Free
Outfall
INLET CONTROL... Submerged:
HW =5.00
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Individual Outlet Curves
Name.... OUTLET 1
Page 5.06
I
***** COMPOSITE OUTFLOW SUMMARY ****
WS
Elev,
Total Q
Notes
----------------
--------
Converge
---------
--------
Elev.
Q
TW Elev Error
ft
-------
cfs
----
ft +/-ft
Contributing
Structures
15.00
.00
-----
Free
-----
Outfall
--------------------------
(no Q:
SP,OR,CV)
15.50
.00
Free
Outfall
(no Q:
SP,OR,CV)
16.00
.00
Free
Outfall
(no Q:
SP,OR,CV)
16.50
.00
Free
Outfall
(no Q:
SP,OR,CV)
17.00
.00
Free
Outfall
(no Q:
SP,OR,CV)
17.50
.00
Free
Outfall
(no Q:
SP,OR,CV)
18.00
.00
Free
Outfall
(no Q:
SP,OR,CV)
18.50
.00
Free
Outfall
(no Q:
SP,OR,CV)
19.00
.00
Free
Outfall
(no Q:
SP,OR,CV)
19.50
.02
Free
Outfall
OR,CV
(no Q: SP)
20.00
.02
Free
Outfall
OR,CV
(no Q: SP)
20.50
2.51
Free
Outfall
SP,CV
(no Q: OR)
21.00
2.80
Free
Outfall
SP,CV
(no Q: OR)
21.50
3.06
Free
Outfall
SP,CV
(no Q: OR)
22.00
3.30
Free
Outfall
SP,CV
(no Q: OR)
22.50
3.53
Free
Outfall
SP,CV
(no Q: OR)
23.00
3.74
Free
Outfall
SP,CV
(no Q: OR)
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

eType.... Composite Rating Curve
Name.... OUTLET 1
Page 5.07
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
LEVEL POOL ROUTING DATA
HYG Dir = R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\
Inflow HYG file = work pad.hyg - POND IN 10
Outflow HYG file = work_pad.hyg - POND OUT 10
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
19.00
ft
Starting
Volume =
2812
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
5.00
min
Elevation
Outflow
Storage
Area
Infilt.
Q Total
2S/t
+ 0
ft
------------------------------------------------------------------------------
cfs
cu.ft
sq.ft
cfs
cfs
cfs
15.00
.00
0
68
.00
.00
.00
15.50
.00
48
128
.00
.00
.32
16.00
.00
132
208
.00
.00
.88
16.50
.00
258
300
.00
.00
1.72
17.00
.00
434
408
.00
.00
2.89
17.50
.00
715
733
.00
.00
4.77
18.00
.00
1183
1152
.00
.00
7.88
18.50
.00
1872
1617
.00
.00
12.46
19.00
.00
2812
2160
.00
.00
18.75
19.50
.02
3966
2456
.00
.02
26.46
20.00
.02
5272
2772
.00
.02
35.17
20.50
2.51
6740
3105
.00
2.51
47.45
21.00
2.80
8380
3456
.00
2.80
58.66
21.50
3.06
10199
3825
.00
3.06
71.06
22.00
3.30
12200
4212
.00
3.30
84.68
22.50
3.53
14414
4617
.00
3.53
99.62
23.00
3.74
16827
5040
.00
3.74
115.92
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond E-V-Q Table Page 6.01
Name.... POND
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND IN
HYG Directory: R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
__________________________________________________________________________
WARNING: Missed peak when adding hydrograph...
WARNING: Adding in hydrograph that is truncated on right...
ADD SWANSBORO work pad.hyg HYG 10 10
----------------------
INFLOWS TO: POND
--------------------
HYG file HYG ID
--------------------
work pad.hyg HYG 10
TOTAL FLOW INTO: POND
----------------------
HYG file HYG ID
------------------
work pad.hyg POND
IN
-- Volume Peak Time Peak Flow
HYG tag cu.ft min cfs
------------------------------------------------
10 2337 7.00 4.00
IN
-------------- Volume
HYG tag cu.ft
----------------------
IN 10 2316
Peak Time Peak Flow
min cfs
---------------------
5.00 3.26
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 3:42 PM 7/25/2006

Type.... Node: Pond Inflow Summary Page 6.02
Name.... POND IN Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 10 Tag: 10
TOTAL NODE INFLOW...
HYG file = R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\work_pad.hyg
HYG ID = POND IN
HYG Tag = 10
-----------------------------------
Peak Discharge = 3.26 cfs
Time to Peak = 5.00 min
HYG Volume = 2316 cu.ft
-----------------------------------
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = 5.00 min
min I Time on left represents time for first value in each row.
--------- I ------ -------------------
.00 1 .00 3.26 2.71 1.06 .44
25.00 1 .20 .10
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Node: Pond Inflow Summary Page 6.03
Name.... POND IN Event: 10 yr
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 10 Tag: 10
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND IN
HYG Directory: R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
_____ ___ ___________ ________________________
ADD SWANSBORO work _pad.hyg HYG 25 25
INFLOWS TO: POND IN
--------- --------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag cu.ft min cfs
___-_ ___ _______ ___________
work_pad.hyg HYG 25 25 4518 12.00 4.50
TOTAL FLOW INTO: POND IN
----------- --------------
HYG file HYG ID HYG tog
-- ---------------------
work_pad.hyg POND IN 25
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
Volume Peak Time Peak Flow
cu.ft min cfs
--------------------- 953010004.20
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Node: Pond Inflow Summary Page 6.04
Name.... POND IN Event: 25 yr
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 25 Tag: 25
TOTAL NODE INFLOW...
HYG file = R:\LandonY Projects\Swans\E97972.5\SWQP
No. 2\Pondpack\work pad.hyg
HYG ID = POND IN
HYG Tag = 25
-----------------------------------
Peak Discharge = 4.20 cfs
Time to Peak = 10.00 min
HYG Volume = 4530 cu.ft
-----------------------------------
HYDROGRAPH ORDINATES
(cfs)
Time
Output Time increment
= 5.00 min
min I
---------
Time on left represents time for
first value in
each row.
I
.00 1
---------------- ---------------------------------------
.00 1.72 4.20
3.85
2.20
25.00 1
1.33 .80 .48
.27
.15
50.00 1
.10 .00
S/N: 37YXYWGXTMC9 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 3:42 PM 7/25/2006

Type.... Node: Pond Inflow Summary Page 6.05
Name.... POND IN Event: 25 yr
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 25 Tag: 25
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND IN
HYG Directory: R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
-------- ------- ------------------
ADD SWANSBORO work _pad.hYHYG 100 100
INFLOWS TO: POND IN
--------------- ----- ----- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag cu.ft min cfs
-------------------------------------------------------------------------
work _pad.hyg HYG 100 100 8533 19.00 5.40
TOTAL FLOW INTO: POND IN
--------------------------- ------ Volume Peak Time Peak Flow
HYG file HYG ID HYG tag . cu.ft min cfs
___________________________ ______________-_____-___________
work_pad.hyg POND IN '100 8507 20.00 5.35
S/N: 37YXYWGXTMC9 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 3:42 PM 7/25/2006

Type....
Node: Pond
Inflow Summary
Page 6.06
Name....
POND
IN
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97472.5\SWAP No.
2\Pondpack\SWANSWW2.ppw
Storm...
100 Tag:
100
TOTAL NODE INFLOW...
HYG file =.R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\work_pad.hyg
HYG ID = POND IN
HYG Tag = 100
-----------------------------------
Peak Discharge = 5.35 cfs
Time to Peak = 20.00 min
HYG Volume = 8507 cu.ft
___________________________________
HYDROGRAPH ORDINATES (cfs)
Time
Output Time
increment
= 5.00 min
min
--------------------------------------------------------------
Time on
left represents
time for
first value in
each row.
.00
.00
.88
2.91
4.84
5.35
25.00
4.22
2.98
2.17
1.49
1.06
50.00
.77
.51
.40
.28
.20
75.00
.10
.10
.10
.00
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type....
Node: Pond
Inflow Summary
Page 6.07
Name....
POND
IN
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97472.5\SWQP No.
2\Pondpack\SWANSWW2.ppw
Storm...
100 Tag:
100
LEVEL POOL ROUTING SUMMARY
HYG Dir = R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\
Inflow HYG file = work pad.hyg - POND IN 10
Outflow HYG file = work_pad.hyg - POND OUT 10
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
INITIAL CONDITIONS
Starting
WS E1ev =
19.00
ft
Starting
Volume =
2812
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
5.00
min
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak
Inflow =
3.26
cfs at 5.00 min
Peak
-----------------------------------------------------
Outflow =
.02
cfs at 10.00 min
Peak
Elevation =
19.93
ft
Peak
Storage =
5084
cu.ft
MASS BALANCE (cu.ft)
+ Initial Vol = 2812
+ HYG Vol IN = 2316
- Infiltration = 0
- HYG Vol OUT = 2171
- Retained Vol = 2949
Unrouted Vol = -8 cu.ft (.349% of Inflow Volume)
WARNING: Inflow hydrograph truncated on right side.
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006
a

Type.... Pond Routing Summary Page 6.08
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 10 Tag: 10
DETENTION TIMES SUMMARY
HYG Dir = R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\
Inflow HYG file = work pad.hyg - POND IN 10
Outflow HYG file = work pad.hyg - POND OUT 10
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
APPROXIMATE DETENTION TIME
---------------------------------------
Tp, Outflow + Infilt = 10.00 min
Tp, Total Inflow = 5.00 min
Peak to Peak = 5.00 min
---------------------------------------
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Detention Time
Name.... POND OUT Tag: 10
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 10 Tag: 10
Page 6.09
Event: 10 yr
2\Pondpack\SWANSWW2.ppw
POND ROUTED TOTAL OUTFLOW HYG...
HYG file = R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\work_pad.hyg
HYG ID = POND OUT
HYG Tag = 10
-----------------------------------
Peak Discharge = .02 cfs
Time to Peak = 10.00 min
HYG Volume = 2171 cu.ft
HYDROGRAPH ORDINATES (cfs)
Time I
Output Time
increment
= 5.00 min
min I
________I__________________________________
Time on
left represents
time for
first value in
each row.
.00 1
.00
.01
.02
_____________________
.02
.02
25.00 1
.02
.02
.02
.02
.02
50.00 1
.02
.02
.02
.02
.02
75.00 1
.02
.02
.02
.02
.02
100.00 1
.02
.02
.02
.02
.02
125.00 1
.02
.02
.02
.02
.02
150.00 1
.02
.02
.02
.02
.02
175.00 1
.02
.02
.02
.02
.02
200.00 1
.02
.02
.02
.02
.02
225.00 1
.02
.02
.02
.02
.02
250.00 1
.02
.02
.02
.02
.02
275.00 1
.02
.02
.02
.02
.02
300.00 1
.02
.02
.02
.02
.02
325.00 1
.02
.02
.02
.02
.02
350.00 1
.02
.02
.02
.02
.02
375.00 1
.02
.02
.02
.02
.02
400.00 1
.02
.02
.02
.02
.02
425.00 1
.02
.02
.02
.02
.02
450.00 1
.02
.02
.02
.02
.02
475.00 1
.02
.02
.02
.02
.02
500.00 1
.02
.02
.02
.02
.02
525.00 1
.02
.02
.02
.02
.02
550.00 1
.02
.02
.02
.02
.02
575.00 1
.02
.02
.02
.02
.02
600.00 1
.02
.02
.02
.02
.02
625.00 1
.02
.02
.02
.02
.02
650.00 1
.02
.02
.02
.02
.02
675.00 1
.02
.02
.02
.02
.02
700.00 1
.02
.02
.02
.02
.02
725.00 1
.02
.02
.02
.02
.02
750.00 1
.02
.02
.02
.02
.02
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out) Page 6.10
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 10 Tag: 10
HYDROGRAPH
ORDINATES
(cfs)
Time
I
Output Time
increment
= 5.00 min
min
---------
I
-------------
Time on
left represents
time for
first value
in each row.
775.00
I
.02
------------------------------
.02
.02
.02
.02
800.00
.02
.02
.02
.02
.02
825.00
.02
.02
.02
.02
.02
850.00
I
.02,
.02
.02
.02
.02
875.00
.02
.02
.02
.02
.02
900.00
.02
.02
.02
.02
.02
925.00
.02
.02
.02
.02
.02
950.00
1
.02
.02
.02
.02
.02
975.00
1
.02
.02
.02
.02
.02
1000.00
1
.02
.02
.02
.02
.02
1025.00
1
.02
.02
.02
.02
.02
1050.00
1
.02
.02
.02
.02
.02
1075.00
1
.02
.02
.02
.02
.02
1100.00
1
.02
.02
.02
.02
.02
1125.00
1
.02
.02
.02
.02
.02
1150.00
1
.02
.02
.02
.02
.02
1175.00
1
.02
.02
.02
.02
.01
1200.00
1
.01
.01
.01
.01
.01
1225.00
1
.01
.01
.01
.01
.01
1250.00
1
.01
.01
.01
.01
.01
1275.00
1
.01
.01
.01
.01
.01
1300.00
1
.01
.01
.01
.01
.01
1325.00
1
.01
.01
.01
.01
.01
1350.00
I
.01
.01
.01
.01
.01
1375.00
1
.01
.01
.01
.01
.01
1400.00
1
.01
.01
.01
.01
.01
1425.00
1
.01
.01
.01
.01
.01
1450.00
1
.01
.01
.01
.01
.01
1475.00
1
.01
.01
.01
.01
.01
1500.00
1
.01
.01
.01
.01
.01
1525.00
1
.01
.01
.01
.01
.01
1550.00
1
.01
.01
.01
.01
.01
1575.00
1
.01
.01
.01
.01
.01
1600.00
1
.01
.01
.01
.01
.01
1625.00
1
.01
.01
.01
.01
.01
1650.00
1
.01
.01
.01
.01
.01
1675.00
1
.01
.01
.01
.01
.01
1700.00
1
.01
.01
.01
.01
.01
1725.00
1
.01
.01
.01
.01
.01
1750.00
1
.01
.01
.01
.01
.01
1775.00
1
.01
.01
.01
.01
.01
1800.00
1
.01
.01
.01
.01
.01
1825.00
1
.01
.01
.01
.01
.01
1850.00
1
.01
.01
.01
.01
.01
1875.00
1
.01
.01
.01
.01
.01
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 3:42 PM 7/25/2006

Type.... Pond Routed HYG (total out) Page 6.11
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 10 Tag: 10
HYDROGRAPH ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min
---------
Time on
left represents
time for
first value in
each row.
I---------------------------------
1900.00 1
.01
.01
-----------------------------
.01
.01
.01
1925.00 1
.01
.01
.01
.01
.01
1950.00 I
.01
.01
.01
.01
.01
1975.00 1
.01
.01
.01
.01
.01
2000.00 1
.01
.01
.01
.01
.01
2025.00
.01
.01
.01
.01
.01
2050.00
.01
.01
.01
.01
.01
2075.00 I
.01
.00
.00
.00
.00
2100.00
.00
.00
.00
.00
.00
2125.00 1
.00
.00
.00
.00
.00
2150.00 1
.00
.00
.00
.00
.00
2175.00 1
.00
.00
.00
.00
.00
2200.00
.00
.00
.00
.00
.00
2225.00 I
.00
.00
.00
.00
.00
2250.00
.00
.00
.00
.00
.00
2275.00
.00
.00
.00
.00
.00
2300.00
.00
.00
.00
.00
.00
2325.00 I
.00
.00
.00
.00
.00
2350.00 1
.00
.00
.00
.00
.00
2375.00 I
.00
.00
.00
.00
.00
2400.00
.00
.00
.00
.00
.00
2425.00
.00
.00
.00
.00
.00
2450.00
.00
.00
.00
.00
.00
2475.00
.00
.00
.00
.00
SIN: 37YXYWGXTMC9
Bentley PondPack (10.00.022.00)
KKDiaul
Bentley Systems, Inc.
7/25/2006
II

Type.... Pond Routed HYG (total out) Page 6.12
Name.... POND OUT Tag: 10 Event: 10 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 10 Tag: 10
LEVEL POOL ROUTING SUMMARY
HYG Dir = R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\
Inflow HYG file = work pad.hyg - POND IN 25
Outflow HYG file = work pad.hyg - POND OUT 25 ,
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
19.00
ft
Starting
Volume =
2812
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
5.00
min
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak
Inflow =
4.20
cfs at 10.00 min
Peak
-----------------------------------------------------
Outflow =
1.36
cfs at 25.00 min
Peak
Elevation =
20.27
ft
Peak
Storage =
6039
cu.ft
MASS BALANCE (cu.ft)
--------------------
+ Initial Vol
+ HYG Vol IN
- Infiltration =
- HYG Vol OUT =
- Retained Vol =
Unrouted Vol =
2812
4530
0
4386
2949
-8 cu.ft (.1788 of Inflow Volume)
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routing Summary Page 6.13
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 25 Tag: 25
DETENTION TIMES SUMMARY
HYG Dir
= R:\LandonY
Projects\Swans\E97972.5\SWQP No. 2\Pondpack\
Inflow HYG
file
= work_pad.hyg
- POND IN 25
Outflow HYG
file
= work pad.hyg
- POND OUT 25
Pond Node
Data
= POND
Pond Volume
Data =
POND
Pond Outlet
Data =
OUTLET 1
No Infiltration
APPROXIMATE
---------------------------------------
DETENTION TIME
Tp, Outflow
+ Infilt =
25.00
min
Tp, Total Inflow
=
10.00
min
Peak to Peak
---------------------------------------
=
15.00
min
S/N: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006
I
1 I
11

Type.... Detention Time
Name.... POND OUT Tag: 25
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No
Storm... 25 Tag: 25
Page 6.14
Event: 25 yr
2\Pondpack\SWANSWW2.ppw
POND ROUTED TOTAL OUTFLOW HYG...
HYG file = R:\LandonY Project3\Swans\E97472.5\SWQP No
HYG ID = POND OUT
HYG Tag = 25
-----------------------------------
Peak Discharge 1.36 cfs
Time to Peak 25.00 min
HYG Volume = 4386 cu.ft
-----------------------------------
2\Pondpack\work_pad.hyg
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min I
_________I______________________________________________________________
Time on
left represents
time for
first value in
each row.
.00 1
.00
.01
.02
.02
1.08
25.00 1
1.36
1.24
1.00
.75
.53
50.00 I
.36
.24
.14
.08
.05
75.00
.03
.02
.02
.02
.02
100.00
.02
.02
.02
.02
.02
125.00
.02
.02
.02
.02
.02
150.00
.02
.02
.02
.02
.02
175.00
.02
.02
.02
.02
.02
200.00 1
.02
.02
.02
.02
.02
225.00 1
.02
.02
.02
.02
.02
250.00 1
.02
.02
.02
.02
.02
275.00 1
.02
.02
.02
.02
.02
300.00
.02
.02
.02
.02
.02
325.00
.02
.02
.02
.02
.02
350.00
.02
.02
.02
.02
.02
375.00 1
.02
.02
.02
.02
.02
400.00
.02
.02
.02
.02
.02
425.00
.02
.02
.02
.02
.02
450.00 1
.02
.02
.02
.02
.02
475.00 1
.02
.02
.02
.02
.02
500.00 1
.02
.02
.02
.02
.02
525.00 I
.02
.02
.02
.02
.02
550.00
.02
.02
.02
.02
.02
575.00
.02
.02
.02
.02
.02
600.00 I
.02
.02
.02
.02
.02
625.00
.02
.02
.02
.02
.02
650.00
.02
.02
.02
.02
.02
675.00 1
.02
.02
.02
.02
.02
700.00 1
.02
.02
.02
.02
.02
725.00 1
.02
.02
.02
.02
.02
750.00 1
.02
.02
.02
.02
.02
S/N: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out)
Name.... POND OUT Tag: 25
File.... R:\LandonY Projects\Swans\E97972.5\SWQP No
Storm... 25 Tag: 25
Page 6.15
Event: 25 yr
2\Pondpack\SWANSWW2.ppw
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min
---------I-----------------------------------------
Time on
left represents
time for
first value
in each row.
775.00 1
.02
.02
.02
.02
02
800.00 1
.02
.02
.02
.02
.02
825.00 1
.02
.02
.02
.02
.02
850.00 1
.02
.02
.02
.02
.02
875.00 1
.02
.02
.02
.02
.02
900.00 1
.02
.02
.02
.02
.02
925.00 1
.02
.02
.02
.02
.02
950.00 1
.02
.02
.02
.02
.02
975.00 1
.02
.02
.02
.02
.02
1000.00 1
.02
.02
.02
.02
.02
1025.00 1
.02
.02
.02
.02
.02
1050.00
.02
.02
.02
.02
.02
1075.00 I
.02
.02
.02
.02
.02
1100.00
.02
.02
.02
.02
.02
1125.00
.02
.02
.02
.02
.02
1150.00
.02
.02
.02
.02
.02
1175.00 I
.02
.02
.02
.02
.02
1200.00 1
.02
.02
.02
.02
.02
1225.00 1
.02
.02
.02
.02
.02
1250.00 1
.02
.02
.02
.02
.02
1275.00 1
.02
.02
.02
.02
.02
1300.00 1
.02
.02
.02
.02
.02
1325.00 1
.02
.02
.02
.02
.02
1350.00 1
.02
.02
.02
.01
.01
1375.00
.01
.01
.01
.01
.01
1400.00 I
.01
.01
.01
.01
.01
1425.00
.01
.01
.01
.01
.01
1450.00
.01
.01
.01
.01
.01
1475.00 1
.01
.01
.01
.01
.01
1500.00
.01
.01
.01
.01
.01
1525.00
.01
.01
.01
.01
.01
1550.00
.01
.01
.01
.01
.01
1575.00 1
.01
.01
.01
.01
.01
1600.00 1
.01
.01
.01
.01
.01
1625.00 1
.01
.01
.01
.01
.01
1650.00 1
.01
.01
.01
.01
.01
1675.00 1
.01
.01
.01
.01
.01
1700.00
.01
.01
.01
.01
.01
1725.00
.01
.01
.01
.01
.01
1750.00 1
.01
.01
.01
.01
.01
1775.00 1
.01
.01
.01
.01
.01
1800.00 1
.01
.01
.01
.01
.01
1825.00
.01
.01
.01
.01
.01
1850.00
.01
.01
.01
.01
.01
1875.00 1
.01
.01
.01
.01
.01
SIN: 37YXYWGXTMC9 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 3:42 PM 7/25/2006 ,

Type.... Pond Routed HYG (total out) Page 6.16
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 25 Tag: 25
HYDROGRAPH
ORDINATES
(cfs)
Time
Output Time
increment
= 5.00 min
min
________I_______________
Time on
left represents
time for
first value in
each row.
1900.00 1
.01
.01
____
.01
____
.01
_______
.01
1925.00 1
.01
.01
.01
.01
.01
1950.00 1
.01
.01
.01
.01
.01
1975.00 1
.01
.01
.01
.01
.01
2000.00 1
.01
.01
.01
.01
.01
2025.00 1
.01
.01
.01
.01
.01
2050.00 1
.01
.01
.01
.01
.01
2075.00
.01
.01
.01
.01
.01
2100.00 I
.01
.01
.01
.01
.01
2125.00 1
.01
.01
.01
.01
.01
2150.00
.01
.01
.01
.01
.01
2175.00 1
.01
.01
.01
.01
.01
2200.00 1
.01
.01
.01
.01
.01
2225.00
.01
.01
.01
.01
.01
2250.00 I
.00
.00
.00
.00
.00
2275.00 1
.00
.00
.00
.00
.00
2300.00
.00
.00
.00
.00
.00
2325.00
.00
.00
.00
.00
.00
2350.00
.00
.00
.00
.00
.00
2375.00 1
.00
.00
.00
.00
.00
2400.00 1
.00
.00
.00
.00
.00
2425.00
.00
.00
.00
.00
.00
2450.00
.00
.00
.00
.00
.00
2475.00
.00
.00
.00
.00
.00
2500.00
.00
.00
.00
.00
.00
2525.00
.00
.00
.00
.00
.00
2550.00
.00
.00
.00
.00
.00
2575.00 I
.00
.00
.00
.00
.00
2600.00 I
.00
.00
.00
.00
.00
2625.00
.00
.00
.00
.00
.00
2650.00 1
.00
.00
.00
.00
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type.... Pond Routed HYG (total out) Page 6.17
Name.... POND OUT Tag: 25 Event: 25 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\SWANSWW2.ppw
Storm... 25 Tag: 25
LEVEL POOL ROUTING SUMMARY
HYG Dir = R:\LandonY Projects\Swans\E97972.5\SWQP No. 2\Pondpack\
Inflow HYG file = work_pad.hyg - POND IN 100
Outflow HYG file = work_pad.hyg - POND OUT 100
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
19.00
ft
Starting
Volume =
2812
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
5.00
min
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak
Inflow =
5.35
cfs at 20.00 min
Peak
-----------------------------------------------------
Outflow =
2.59
cfs at 30.00 min
Peak
Elevation =
20.63
ft
Peak
Storage =
7163
cu.ft
MASS BALANCE (cu.ft)
--------------------
+ Initial Vol =
+ HYG Vol IN =
- Infiltration =
- HYG Vol OUT =
- Retained Vol =
Unrouted Vol =
2812
8507
0
8363
2949
-8 cu.ft (.0958 of Inflow Volume)
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley Pondpack (10.00.022.00) 3:42 PM 7/25/2006

Type.... Pond Routing Summary Page 6.18
Name.... POND OUT Tag: 100 Event: 100 yr
File.... R:\LandonY Projects\Swans\E97472.5\SWAP No. 2\Pondpack\SWANSWW2.ppw
Storm... 100 Tag: 100
DETENTION TIMES SUMMARY
HYG Dir = R:\LandonY Projects\Swans\E97472.5\SWQP No. 2\Pondpack\
Inflow HYG file = work pad.hyg - POND IN 100
Outflow HYG file = work pad.hyg - POND OUT 100
Pond Node Data = POND
Pond Volume Data = POND
Pond Outlet Data = OUTLET 1
No Infiltration
APPROXIMATE DETENTION TIME
--------------------------
Tp, Outflow + Infilt. = 30.00 min
Tp, Total Inflow = 20.00 min
Peak to Peak = 10.00 min
---------------------------------------
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

Type....
Detention
Time
Page 6.19
Name....
POND OUT Tag: 100
Event: 100 yr
File....
R:\LandonY Projects\Swans\E97972.5\SWQP No.
2\Pondpack\SWANSWW2.ppw
Storm...
100 Tag: 100
POND ROUTED TOTAL OUTFLOW HYG...
HYG file = R:\LandonY Projects\Swans\E97972.5\SWQP No
HYG ID = POND OUT
HYG Tag = 100
-----------------------------------
Peak Discharge = 2.59 cfs
Time to Peak = 30.00 min
HYG Volume = 8363 cu.ft
-----------------------------------
HYDROGRAPH ORDINATES (cfs)
2\Pondpack\work_pad.hyg i
Time I
Output
Time
increment
= 5.00 min
min I
_______1
Time on
left represents
time for
first value in
each row.
.00 1
___________
.00
.00
.01
_______________________
.02
1.26
25.00 1
2.53
2.59
2.59
2.55
2.29
50.00 1
1.74
1.29
.95
.70
.52
75.00 I
.37
.26
.19
.14
.08
100.00
.05
.03
.02
.02
.02
125.00
.02
.02
.02
.02
.02
150.00 I
.02
.02
.02
.02
.02
175.00 I
.02
.02
.02
.02
.02
200.00 I
.02
.02
.02
.02
.02
225.00 I
.02
.02
.02
.02
.02
250.00 I
.02
.02
.02
.02
.02
275.00 I
.02
.02
.02
.02
.02
300.00 I
.02
.02
.02
.02
.02
325.00
.02
.02
.02
.02
.02
350.00 1
.02
.02
.02
.02
.02
375.00 1
.02
.02
.02
.02
.02
400.00 1
.02
.02
.02
.02
.02
425.00 1
.02
.02
.02
.02
.02
450.00 1
.02
.02
.02
.02
.02
475.00
.02
.02
.02
.02
.02
500.00
.02
.02
.02
.02
.02
525.00
.02
.02
.02
.02
.02
550.00 1
.02
.02
.02
.02
.02
575.00 1
.02
.02
.02
.02
.02
600.00 1
.02
.02
.02
.02
.02
625.00 1
.02
.02
.02
.02
.02
650.00 1
.02
.02
.02
.02
.02
675.00 1
.02
.02
.02
.02
.02
700.00 1
.02
.02
.02
.02
.02
725.00 1
.02
.02
.02
.02
.02
750.00 1
.02
.02
.02
.02
.02
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (10.00.022.00) 3:42 PM 7/25/2006
1 I

Type.... Pond Routed HYG (total out)
Name.... POND OUT Tag: 100
File.... R:\LandonY Projects\Swans\E97472
Storm... 100 Tag: 100
Page 6.20
Event: 100 yr
5\SWQP No. 2\Pondpack\SWANSWW2.ppw
HYDROGRAPH
ORDINATES
(cfs)
Time
I
Output Time
increment
= 5.00 min
min I
Time on
left represents
time for
first value
in each row.
_________I____________
775.00
1
.02
_____
.02
.02
_______________________
.02
.02
800.00
1
.02
.02
.02
.02
.02
825.00
1
.02
.02
.02
.02
.02
850.00
1
.02
.02
.02
.02
.02
875.00
1
.02
.02
.02
.02
.02
900.00
1
.02
.02
.02
.02
.02
925.00
1
.02
.02
.02
.02
.02
950.00
1
.02
.02
.02
.02
.02
975.00
1
.02
.02
.02
.02
.02
1000.00
1
.02
.02
.02
.02
.02
1025.00
1
.02
.02
.02
.02
.02
1050.00
1
.02
.02
.02
.02
.02
1075.00
1
.02
.02
.02
.02
.02
1100.00
1
.02
.02
.02
.02
.02
1125.00
1
.02
.02
.02
.02
.02
1150.00
1
.02
.02
.02
.02
.02
1175.00
1
.02
.02
.02
.02
.02
1200.00
1
.02
.02
.02
.02
.02
1225.00
1
.02
.02
.02
.02
.02
1250.00
1
.02
.02
.02
.02
.02
1275.00
I
.02
.02
.02
.02
.02
1300.00
.02
.02
.02
.02
.02
1325.00
1
.02
.02
.02
.02
.02
1350.00
1
.02
.02
.02
.02
.02
1375.00
1
.02
.02
.02
.02
.01
1400.00
1
.01
.01
.01
.01
.01
1425.00
1
.01
.01
.01
.01
.01
1450.00
1
.01
.01
.01
.01
.01
1475.00
.01
.01
.01
.01
.01
1500.00
.01
.01
.01
.01
.01
1525.00
.01
.01
.01
.01
.01
1550.00
.01
.01
.01
.01
.01
1575.00
.01
.01
.01
.01
.01
1600.00
.01
.01
.01
.01
.01
1625.00
1
.01
.01
.01
.01
.01
1650.00
1
.01
.01
.01
.01
.01
1675.00
1
.01
.01
.01
.01
.01
1700.00
1
.01
.01
.01
.01
.01
1725.00
1
.01
.01
.01
.01
.01
1750.00
1
.01
.01
.01
.01
.01
1775.00
1
.01
.01
.01
.01
.01
1800.00
1
.01
.01
.01
.01
.01
1825.00
1
.01
.01
.01
.01
.01
1850.00
1
.01
.01
.01
.01
.01
1875.00
1
.01
.01
.01
.01
.01
SIN: 37YXYWGXTMC4 Bentley Systems, Inc.
Bentley PondPack (20.00.022.00) 3:42 PM 7/25/2006

Type....
Pond Routed
HYG (total out)
Page 6.21
Name....
POND
OUT Tag: 100
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97472.5\SWQP No.
2\Pondpack\SWANSWW2.ppw
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= 5.00 min
min I
--------- I--------------------------------------------------------------
Time on
left represents
time for
first value
in each row.
1900.00 1
.01
.01
.01
.01
.01
1925.00 1
.01
.01
.01
.01
.01
1950.00 1
.01
.01
.01
.01
.01
1975.00 1
.01
.01
.01
.01
.01
2000.00 I
.01
.01
.01
.01
.01
2025.00
.01
.01
.01
.01
.01
2050.00 1
.01
.01
.01
.01
.01
2075.00
.01
.01
.01
.01
.01
2100.00
.01
.01
.01
.01
.01
2125.00
.01
.01
.01
.01
.01
2150.00
.01
.01
.01
.01
.01
2175.00
.01
.01
.01
.01
.01
2200.00 1
.01
.01
.01
.01
.01
2225.00 1
.01
.01
.01
.01
.01
2250.00 1
.01
.01
.01
.01
.01
2275.00 1
.01
.00
.00
.00
.00
2300.00 1
.00
.00
.00
.00
.00
2325.00 I
.00
.00
.00
.00
.00
2350.00 I
.00
.00
.00
.00
.00
2375.00
.00
.00
.00
.00
.00
2400.00
.00
.00
.00
.00
.00
2425.00
.00
.00
.00
.00
.00
2450.00 1
.00
.00
.00
.00
.00
2475.00 1
.00
.00
.00
.00
.00
2500.00 1
.00
.00
.00
.00
.00
2525.00 1
.00
.00
.00
.00
.00
2550.00 1
.00
.00
.00
.00
.00
2575.00
.00
.00
.00
.00
.00
2600.00 I
.00
.00
.00
.00
.00
2625.00
.00
.00
.00
.00
.00
2650.00
.00
.00
.00
.00
.00
2675.00
.00
.00
.00
.00
.00
SIN: 37YXYWGXTMC4
Bentley Pondpack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006
tl

Type....
Pond Routed
HYG (total out)
Page 6.22
Name....
POND
OUT Tag: 100
Event: 100 yr
File....
R:\LandonY
Projects\Swans\E97472.5\SWQP No.
2\Pondpack\SWANSWW2.ppw
_____ 0 -----
OUTLET 1... 5.01, 5.04, 5.07
_____ P -----
POND ... 4.01, 6.01
POND IN 10... 6.02, 6.04,
6.06
POND OUT 10... 2.01, 3.01,
6.08, 6.09, 6.10, 2.04, 3.04,
6.13, 6.14, 6.15, 2.07, 3.07,
6.18, 6.19, 6.20
Watershed... 1.01
SIN: 37YXYWGXTMC4
Bentley PondPack (10.00.022.00)
3:42 PM
Bentley Systems, Inc.
7/25/2006

23
22
21
20
v
19
w
18
17
16
15
0
Elev. vs. Volume
POND
2000 4000 6000 8000 10000 12000 14000 16000 18000
Volume (cu.ft)
1
POND

112
3
1
r;
Hydrograph
POND OUT 10
10 20 30 40 50 60 70 80 90 100
Time (min)
POND IN 10 i
POND OUT 101

5
3
1
0
Hydrograph
POND OUT 25
10 20 30 40 50 60 70 80 90 100
Time (min)
POND IN 25
O
POND OUT 25

5-9
67
0
N
1
0
Hydrograph
POND OUT 100
10 20 30 40 50 60 70 80 90 100
Time (min)
POND IN 100
POND OUT 100