20060080 Ver 1_SW Discharge_20060208

Malpass & Associates
Engineering & Planning
1645 E. Arlington Blvd Suite D
Greenville, NC 27858
Phone: [phone]
Fax: [phone]
Tuesday, February 7, 2006
North Carolina Division of Water Quality
Mr. John Domey
2321 Crabtree Boulevard
Raleigh, NC 27604
RE: Ferguson Water Works (# 06-0080) Stormwater Discharge
Dear Sir:
FEB 8 2006
WaA i S WATER QUALITY
AND ?ORMWAIER BRq?h
The proposed Ferguson Water Works site is currently under development in Pitt County North
Carolina. The site is within the Tar/Pamlico River basin and the stormwater plan has been developed to
meet the nutrient loading requirements of the basin. Due to the topography of the site our proposal was
to pipe the treated stormwater runoff into a nearby stream without providing for diffuse flow through the
riparian buffer, no other disturbance is proposed. The local government has requested that the DWQ
provide written approval of the proposed discharge for full approval of the construction plan.
In order to obtain the Division of Water Quality approval, I provided (in an earlier transmittal) copies of
the plan and design calculations to Ian McMillan and Sam Aghimien of the 401 Unit. It is my
understanding that the stormwater design has been approved. If there are no further requirements,
please provide a letter releasing the plan to:
Jonas Hill
Go Pitt County Planning
1717 West Fifth Street
Greenville, NC 27834
Thank you for your cooperation. Please contact me if there are any other considerations before
approval.
Sincerely,
Jamie Midgette
Malpass & Associates
HUDSON INDUSTRIAL
Greenville, North Carolina
STORMWATER CONTROL
PLAN
CALCULATIONS
NOVEMBER 9, 2005
Malpass & Associates
Engineering & Planning
1645 East Arlington Boulevard, Suite D
Greenville, NC 27858
Phone[phone]
Fax [phone]
• STORM WATER CONTROL PLAN
CALCULATIONS
PROJECT
Hudson Industrial Building
DEVELOPER
James H. Hudson
PO Box 20601
Greenville, NC 27858
[phone]
ENGINEER
0
Malpass & Associates
1645 East Arlington Boulevard; Suit
Greenville, NC 27858 '
[phone] - '14
LIAM K. MAL-PASS, P.E. 1
November 9, 2005
DATE
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REVISIONS
BY NO. DATE DESCRIPTION
0
0
STORMWATER
• PEAKFLOW MITIGATION
CALCULATIONS
E
Detention Calculations
Pre-developed vs Post-developed runoff rates
Obiective :
Design a stormwater detention facility for the proposed commercial development
of the approximately 2.81 acre site known as the Hudson Industrial Building. A
detention plan must have enough storage and an appropriately designed release
device to prevent the post-development runoff flow rate from exceeding the pre-
development runoff flow rate from the 1-year 24-hour design storm.
Assumptions:
Runoff Coefficients
Pervious Areas C = 0.25
Impervious Areas C = 0.95
Rainfall Intensity
Rainfall intensity will be calculated using the rational method. Using
information provided in the Pitt County Stormwater Program for Nutrient
Control; Appendices [F,G].
0
0
Detention Calculations
• Pre-developed runoff rate
Drainage Area = ?
Drainage Area = 2.81 Acres
Runoff Coefficient = ?
The current site is vacant and grass covered with the exception of a small amount
of pavement and concrete (0.07 ac).
C, = 0.25
Time of concentration
The minimum time of concentration of 5 minutes will be used
Runoff Intensity =?
Using the rational method, intensity is as follows.
• '=%h+7j
where,
1= intensity in/hr
g,h = empirically derived constants = 112, 20 (Pitt County Stormwater Program
for Nutrient Control; Appendices [F,G])
Tc = Time of Concentration
Therefore,
1 -1 (20 + 5.0) = 4.48 in/hr
Flow = ?
Q=CIA
Q= (0.25) (4.48) (2.81)
Q= 3.15 CFS
0
Detention Calculations Pre-Development
• Curve Number =?
SOIL TYPES:
According to the Pitt County Soil Survey, the soil classifications for this
site are predominantly Ro (Roanoke silt loam), Tu (Tuckerman fine sandy
loam) and OcB (Ocilla loamy fine sand with 04% slopes).
HYDRAULIC GROUPS AND CURVE NUMBERS:
Hydraulic group and curve number information is taken from the Erosion
and Sediment Control Planning and Design Manual available from
NCDENR.
Roanoke: Group `D'
Tuckerman: Group `D'
Ocilla: Group `C'
CN,0,,,post1e = 0.81 * 84 + 0.19 * 79 = 83
Retention (S) =?
1000
• S=C
N_10
CN
5,-1000_10=2.05
83
Runoff =?
Runoff (in) _ (P - 0.25)2
(P + 0.85)
CN 84 % of site: 49
CN 84 % of site: 32
CN 79 % of site: 19
The City of Greenville 1 year 24 hour rainfall is 3.4 inches. Therefore,
Runoff(in)_ (3.4 - 0.2 * 2.05)2
=1.77
(3.4+0.8*2.05)
Time to Peak(TP) =?
Tp (min) = Volume
1.37Qp
TP _ 1.77 * 2.81 * 43,560 _ 69.7 ? 70 min
1.37*3.15*12*60
Detention Calculations Pre-Development
0 Hydro-graph =?
Set a unit hydrograph to peak at 3.15 cfs and contain 1.77 inches of runoff.
The calculation of Q is dependant on time where:
P
0<_t51.25,Q=Q2 1-cos pr*t T
P
-1.42 -t -
t > 1.25, Q = 5.37QPe Tp

•
PREDEVELOPMENT
RUNOFFHYDROGRAPH
•
•
Project: Hudson Industrial Building
Engineer: Malpass & Associates
Developer: James H. Hudson
Date: November 10, 2005
Peak Flow (CFS) = 3.15
Time to
Peak(Minutes) = 70
PREDEVELOPMENT HYDROGRAPH
Time
(Minutes) Runoff
CFS)
0 0.00
5 0.04
10 0.16
15 0.34
20 0.59
25 0.89
30 1.22
35 1.58
40 1.93
45 2.26
50 2.56
55 2.81
60 2.99
65 3.11
70 3.15
75 3.11
80 2.99
85 2.81
90 2.73
95 2.46
100 2.22
105 2.01
110 1.82
115 1.64
120 1.48
125 1.34
130 1.21
135 1.09
140 0.99
145 0.89
150 0.B1
155 0.73
160 0.66
165 0.60
170 0.54
175 0.49
180 0.44
185 0.40
190 0.36
195 0.32
200 0.29
205 0.26
210 0.24
215 0.22
220 0.20
225 0.18
230 0.16
235 0.14
240 0.13
Predevelopment
PREDEVELOPMENT HYDROGRAPH
Time
(Minutes) Runoff
(CFS)
245 0.12
250 0.11
255 0.10
260 0.09
265 0.08
270 0.07
275 0.06
280 0.06
285 0.05
290 0.05
295 0.04
300 0.04
305 0.03
310 0.03
315 0.03
320 0.03
325 0.02
330 0.02
335 0.02
340 0.02
345 0.02
350 0.01
355 0.01
360 0.01
365 0.01
370 0.01
375 0.01
380 0.01
385 0.01
390 0.01
395 0.01
400 0.01
405 0.00
410 0.00
415 0.00
420 0.00
425 0.00
430 0.00
435 0.00
440 0.00
445 0.00
450 0.00
455 0.00
460 0.00
465 0.00
470 0.00
475 0.00
480 0.00
485 0.00
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Detention Calculations Post-Development
• Post-developed runoff rate
Undetained runoff
Composite C=?
Pervious Area = 0.86 Acres (C=0.25)
Impervious Area = 0.05 Acres (C=0.95)
TOTAL AREA = 0.91 Acres
C"MP =00.250.96)+(.950.91)=0.29
01
Runoff Intensity =?
Using the rational method, intensity is as follows.
I - ?1(h +Tc)
where,
• I = intensity in/hr
g,h = empirically derived constants = 112, 20 (Pitt County Stormwater
Program for Nutrient Control; Appendices [F,G])
Tc = Time of Concentration in minutes (use minimum of 5)
Therefore,
I =1120 + 5.0) - 4.48 in/hr
Flow (Q) =?
Q = CIA
Qtotal = 0.29 * 4.48 * 0.91=1.18cfs
Retention (S) =?
S=1000_10
CN
The curve number for the grassy area is 84 based on existing soil types
(hydraulic group `D') at >75% grass cover. The curve number for the
impervious area is 98.
•
Detention Calculations Post-Development
• CNCOMP - 84*
0.96 ] + [98 * 0.91 ] = 85
1000
S= -10=1.8
86
Runoff =?
Runoff (in) = (P - 0.25)2
(P + 0.8S)
Pitt County 1 year 24 hour rainfall is 3.4 inches. Therefore,
Runoff(in) (3.4 - 0.2 * 1. 8)2
=1.91
(3.4+0.8*1.8)
Time to Peak(TO =?
TP (min) = Volume
1.37QP
• 1.91**0.91**43,560
T P _ 1.37 1. 18 12 * 60 =65
Hydroarwh =7
Set a unit hydrograph to peak at 1.18 cfs and contain 1.91 inches of runoff.
The calculation of Q is dependant on time where:
0<t_125,Q=QP 1-COS pi*t
2 7P
-t
t > 1.25,Q = 5.37QPe 1.42-
T"
Maximum Detention Outflow
By subtracting the un-detained runoff from the pre-developed runoff, the
maximum outflow from detention can be determined.
Pre-developed Runoff Flow = 3.15 cfs
Post-developed Un-detained Runoff Flow = 1.18 cfs
• Maximum detention outflow = 1.97 cfs
• POSTDEVELOPED UNDETAINED
RUNOFFHYDROGRAPH
C]

Project: Hudson Industrial Building
Engineer: Malpass & Associates
Developer: James H. Hudson
Date: November 10, 2005
Peak Flow (CFS) = 1.18
Time to
Peak(Minutes) = 65
PREDEVELOPMENT HYDROGRAPH
Time
(Minutes) Runoff
(CFS)
0 0,00
5 0.02
10 0.07
15 0.15
20 0.25
25 0.38
30 0.52
35 0.66
40 0.80
45 0.93
50 1.03
55 1.11
60 1.16
65 1.18
70 1.16
75 1.11
80 1.03
85 0.99
90 0.89
95 0.80
100 0.71
105 0.64
110 0.57
115 0.51
120 0.46
125 0.41
130 0.37
135 0.33
140 0.30
145 0.27
150 0.24
155 0.21
160 0.19
165 0.17
170 0.15
175 0.14
180 0.12
185 0.11
190 0.10
195 0.09
200 0.08
205 0.07
210 0.06
215 0.06
220 0.05
225 0.05
230 0.04
235 0.04
240 0.03
PREDEVELOPMENT HYDROGRAPH
Time
(Minutes) Runoff
(CFS)
24 0.03
_
250 0.03
255 0.02
260 0.02
265 0.02
270 0.02
275 0.02
280 0.01
285 0.01
290 0.01
295 0.01
300 0.01
305 0.01
310 0.01
315 0.01
320 0.01
325 0.01
330 0.00
335 0.00
340 0.00
345 0.00
350 0.00
355 0.00
360 0.00
365 0.00
370 0.00
375 0.00
380 0.00
385 0.00
390 0.00
395 0.00
400 0.00
405 0.00
410 0.00
415 0.00
420 0.00
425 0.00
430 0.00
435 0.00
440 0.00
445 0.00
450 0.00
455 0.00
460 0.00
465 0.00
470 0.00
475 0.00
480 0.00
485 0.00
Predevelopmenl
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Detention Calculations Post-Development
• Post-developed runoff rate
Detainment Inflow
Composite C=?
Pervious Area = 0.78 Acres (C=0.25)
Impervious Area = 1.12 Acres (C=0.95)
TOTAL AREA = 190 Acres
Composite C = 00.25 * 0.781 + (0.95 * 1.121=66
1.90 J 4.90 J
Flow (Q) =?
Q = CIA
Q=0.66*4.48*1.90
Q = 5.62cfv
Retention (S) =?
• S- C N 1000_10
The composite curve number is the weighted average of the applicable
curve numbers. The assumed values are 84 for grass (hydraulic group `D')
and 98 for pavement and impervious.
CNcon p = 84* 0.90 ] + 198* 1.90 ] = 92
S-1000_10=0.87
92
Runoff =?
Runoff (in) = (P - 0.25)2
(P + 0.8S)
Pitt County 1 year 24 hour rainfall is 3.4 inches. Therefore,
Runoff (in) = (3.4 - 0.2 * 0.87)2 = 2.5
(3.4 + 0.8 * 0. 87)
Detention Calculations Post-Development
• Time to Peak(TO _?
TP (min) = Volume
1.37QP
T _ 2.5 * 1.90 * 43,560 = 37 minutes
P 1.37*5.62*12*60
Hydrograph =?
Set a unit hydrograph to peak at 5.62 cfs and contain 2.5 inches of runoff.
The calculation of Q is dependant on time where:
0<t<1.25,Q=Q 1-cos
P* t
2 P 1 ( piT
-1.42 t
t > 1.25,Q = 5.37QPe Tp
Detention Volume Required
•
S, = (Qi - Qo )TP
S, = Storage(cf )
Qi = Peaklnflow(cfs)
Q,, = PeakOutflow(cfs)
TP = TimetoPeak(s)
S, _ (5.62cfv -1.97cfs) * 37 min* 60 sec/ min
S, = 8,103cf
0
. POSTDEVELOPED DETAINMENT INFLOW
RUNOFFHYDROGRAPH
•
•
Project: Hudson Industrial Building
Engineer: Malpass & Associates
Developer: James H. Hudson
Date: November 10, 2005
Peak Flow (CFS) = 5.62
Time to
Peak(Minutes)= 39
PREDEVELOPMENT HYDROGRAPH
Time
(Minutes) Runoff
(CFS)
0 0.00
5 0.22
10 0.86
15 1.81
20 2.92
25 4.01
30 4.91
35 5.48
40 5.61
45 5.30
50 4.59
55 4.07
60 3.40
65 2.83
70 2.36
75 1.97
80 1.64
85 1.37
90 1.14
95 0.95
100 0.79
105 0.66
110 0.55
115 0.46
120 0.38
125 0.32
130 0.27
135 0.22
140 0.18
145 0.15
150 0.13
155 0.11
160 0.09
165 0.07
170 0.06
175 0.05
180 0.04
185 0.04
190 0.03
195 0.02
200 0.02
205 0.02
210 0.01
215 0.01
220 0.01
225 0.01
230 0.01
235 0.01
240 0.00
PREDEVELOPMENT HYDROGRAPH
Time
(Minutes) Runoff
(CFS
245 0.00
250 0.00
255 0.00
260 0.00
265 0.00
270 0.00
275 0.00
280 0.00
285 0.00
290 0.00
295 0.00
300 0.00
305 0.00
310 0.00
315 0.00
320 0.00
325 0.00
330 0.00
335 0.00
340 0.00
345 0.00
350 0.00
355 0.00
360 0.00
365 0.00
370 0.00
375 0.00
380 0.00
385 0.00
390 0.00
395 0.00
400 0.00
405 0.00
410 0.00
415 0.00
420 0.00
425 0.00
430 0.00
435 0.00
440 0.00
445 0.00
450 0.00
455 0.00
460 0.00
465 0.00
470 0.00
475 0.00
480 0.00
485 0.00
Predevelopment
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. 10-year storm event post-developed runoff rate
Detainment Inflow
Composite C=?
Pervious Area = 0.78 Acres (C=0.25)
Impervious Area = 1.12 Acres (C=0.95)
TOTAL AREA = 1.90 Acres
Composite C = 00.25 * 0.78) + (0.95 * 1.121=66
1.90 1.90 J
Flow (Q) =?
Q = CIA
Q=0.66*7.5*1.90
Q = 9.41cfs
Retention (S) =?
• S_ CN 1000_10
The composite curve number is the weighted average of the applicable
curve numbers. The assumed values are 84 for grass (hydraulic group `D')
and 98 for pavement and impervious.
CNcomp - L84 * 0.90 ] + 198* 1.90 ] = 92
S_1000_10=0.87
92
Runoff =?
Runoff (in) = (P - 0.2S)2
(P + 0.8S)
Pitt County 10 year 6 hour rainfall is 4.40 inches. Therefore,
Runoff (in) = (4.4 -r- 0.2 * 0.87)2 = 3.5
(4.4+0.8*0.87)
• Time to Peak(TO =?
TP (min) = Volume
1.37QP
TP -
3.5 * 1.90 * 43,560
= 31 minutes
37 * 9.41 * 12 * 60
Hydrograph =?
Set a unit hydrograph to peak at 9.41 cfs and contain 3.5 inches of runoff.
The calculation of Q is dependant on time where:
0<_t<1.25,Q= P 2 1-cos pi * t
T
P
-1.42--
t > 1.25,Q = 5.37QPe TP

0
. POSTDEVELOPED DETAINMENT INFLOW
RUNOFF HYDROGRAPH (10-yr)
0
•
Project: Hudson Industrial Building
Engineer: Malpass & Associates
Developer: James H. Hudson
Date: November 10, 2005
Peak Flow (CFS) = 9.41
Time to
Peak(Minutes) = 31
PREDEVELOPMENT HYDROGRAPH
Time
(Minutes) Runoff
(CFS)
0 0.00
5 0.59
10 2.22
15 4.47
20 6.78
25 8.57
30 9.39
35 9.03
40 8.09
45 6.43
50 5.12
55 4.07
60 3.24
65 2.57
70 2.05
75 1.63
80 1.29
85 1.03
90 0.82
95 0.65
100 0.52
105 0.41
110 0.33
115 0.26
120 0.21
125 0.16
130 0.13
135 0.10
140 0.08
145 0.07
150 0.05
155 0.04
160 0.03
165 0.03
170 0.02
175 0.02
180 0.01
185 0.01
190 0.01
195 0.01
200 0.01
205 0.00
210 0.00
215 0.00
220 0.00
225 0.00
230 0.00
235 0.00
240 0.00
PREDEVELOPMENT HYDROGRAPH
Time
(Minutes) Runoff
(CFS)
245 0.00
250 0.00
255 0.00
260 0.00
265 0.00
270 0.00
275 0.00
280 0.00
285 0.00
290 0.00
295 0.00
300 0.00
305 0.00
310 0.00
315 0.00
320 0.00
325 0.00
330 0.00
335 0.00
340 0.00
345 0.00
350 0.00
355 0.00
360 0.00
365 0.00
370 0.00
375 0.00
380 0.00
385 0.00
390 0.00
395 0.00
400 0.00
405 0.00
410 0.00
415 0.00
420 0.00
425 0.00
430 0.00
435 0.00
440 0.00
445 0.00
450 0.00
455 0.00
460 0.00
465 0.00
470 0.00
475 0.00
480 0.00
485 0.00
Predevelopment
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STORMWATER
• NUTRIENT REMOVAL
0
•
BMP REMOVAL CALCULATION
WORKSHEET
0
0
Tar-Pamlico Stormwater Rule 15A NCAC 2B .0258 Last Modified 11/14/2005
Introduction
I& -
The set of worksheets included in this file will enable stormwater permit applicants to comply with, and local
governments to administer, the nutrient loading requirements of the Tar-Pamlico Stormwater Rule, 15A NCAC
2B .0258. The file contains a set of worksheets for estimating nitrogen and phosphorus export from a
development project prior to and following development, and following the installation of best management
practices (BMPs) on the development. Supporting information on the design of the worksheets can be found in
the document, Tar-Pamlico River Basin: Model Stormwater Program for Nutrient Control, available from local
governments implementing the stormwater rule and the NC Division of Water Quality staff contact for the Tar-
Pamlico nutrient strategy, in the Nonpoint Source Unit of the central DWQ office, Raleigh, NC. The
information may also be downloaded from the Division of Water Quality's Tar-Pamlico web page at
http://l12o.enr.state.nc.us/nps/tarpam.litm.
This file contains worksheets with the following elements:
1. Definitions of Land Use Terms Used in Spreadsheets (this page)
2. Residential Worksheet when Footprints are not Shown (1 pg.)
3. Export Calculation Worksheet for Coastal Plain Communities (1 pg.)
4. BMP Removal Calculation Worksheet for Coastal Plain Communities (3 pp.)
Definitions of Land Use Terms Used in Spreadsheets
• Transportation impervious: The portion of the development that is taken up by roads, driveways, parking
areas, wash pads or any other facility designed for vehicular use, maintenance or storage. Transportation
impervious includes areas covered in pavement, gravel, pavers and dirt.
Roof impervious: The portion of the development that consists of roofs of buildings and garages that serve
single-family homes. Commercial parking garages sliall be considered as transportation impervious.
Managed pervious: The portion of the development that consists of vegetated areas that the landowner could
manage by mowing, logging, applying fertilizer, etc. Although residential development may include pervious
areas that are initially undisturbed, these areas must be considered as managed pervious (instead of wooded
pervious) unless they have conservation easements or another mechanism to insure they will not be managed.
Also, the land in Zone 2 (the outer 20 feet) of a protected riparian buffer must be considered as managed
pervious area unless it is protected by a conservation mechanism.
Wooded pervious: The portion of the development that consists of forested areas that are permanently
protected by a conservation easement or other binding conservation mechanism. Also, wetlands and the land in
Zone 1 of a protected riparian buffer (the first 30 feet adjacent to a stream) may be considered as wooded
pervious area.
0
Tar-Pamlico Stormwater Rule 15A NCAC 2B .0258 Last Modified 11/14/2005
0
•
Residential Worksheet when Footprints are not Shown
Use this worksheet when building footprints are not known to determine the acreage in each of the four categories -
transportation impervious, roof inrpervions, managed pervious, and wooded pervious - in the development. You will
need these acreages for both the "Export befbre BWs" and "Export after BMPs" worksheets. For the "Export
«lter BMPs" worksheet, you will need to subtract the acreage occupied by BMPs from the manage(/ pervious
acreage produced by this worksheet. Also .for the "Export after BMPs" worksheet, if the development contains
more than one catchment, use this worksheet for each catchment.
Project Name:
Date:
By:

Directions:
> In the two green spaces in the box below, enter the average lot size and the percent of the right-of-way that is
impervious within the development.
> In the table below, for the type of land cover listed for each column, enter acreages in the green boxes beneath.
> In the "Lot Area" column, be sure to enter acreage within lots that is protected by a conservation easement, the Tar-
Pamlico buffer rule, or wetland rules in the green box in the lower lefthand corner (enter "0" if there is none). If lots
are drawn to exclude protected lands that are part of the total development acreage, enter the acreage of those protected
lands as wooded pervious in the "Community Areas" column.
> The spreadsheet will compute all values in the light blue shaded boxes.
> NOTE: In the "Community Areas" column, you will need to ensure that the various component acreages sum to the
value in the "TOTAL" box at the top. The spreadsheet will not correct for inconsistencies. Any inconsistency between
the total value and the sum of individual acreages will carry over to columm (5).
Average lot size 14.1)4t xn Y,t lac (Must show building footprints if lot size < 0.13 ac.)
o' o
/o impervious in right-of--way " i /,

'Hype of ),and Cover Lot area Right of hey arert! ?omnaunlty flreas urrr!rif C"ol mns.

TOTAL, ;p ? ?'eri '!b Cpr 9 4m
1'4 1 Mg Y4 t x
1 l
?)l?i'FulShortr?liU?r ?n1er'Y1OUs ?'s?

Roof [np6-ipus h

1V?tlll?
?©1? 1JkCV:l4U8 ''? ,? ,a'
,
Yr0()(18d p61V?fltlbl r?a. ?'? t:^ A i•{ r ],> -t ;i. ? !C
t :?,
(
0
Tar-Pamlico Stormwater Rule 15A NCAC 2B .0258 Last Modified 11/14/2005
•

•
0
•

Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Coastal Plain of the Tar-Pamlico River Basin:
Last Modified 11/14/2005
Includes Ureenvtlle and Washington as well as Pitt and Beaufort Counties
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Prqject Name: Iludson Industrial Building
Date: 1111012005
By: Jamie Midgette Checked By:
Directions (same for pre development and post-development tables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
• Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that must be corrected.
> Unless drainage onto the development from offsite is diverted around or through the site, offsite catchment area chaining in must
he included in the acreage values and U'cated.
Pre-development:
O) f2) O t4) (?) (6) (7).
1 ype of C,tittd t oyCr' ;' AI QA SAMotrntuli? Average >MC` : Ctilptnnr.. i?vera >?IvTC :. Calutrrn
acres a:S + 9,1.1); ol:I'N:(??t#?> (2 k 3) d)::pt' t. tt1 [)
YeAifs t0fitloh irhjl2i 16.i s U? k`'; 0.51 2.60 0.00 0.19 0.00
?r^r t
lioaf imljOrvlq.. 0.51 1.95 0.00 0.11 0.00
Matiabed Nerytaus t .??_ rr?4:
la?vttllandsca ed „? sO,Of?J 0.51 1.42 0.00 0.28 0.00
( h ?
S? .R xM1"
r1,{)1 i 0.51 4.23 0.00 1.23 0.00
crap?lnndj; a:.
Managed t>e? votes 4
$1 £ 0.51 2.04 2.92 0.62 0.89
(taster
VYotltlede?wi.a?cs rz/,11(!`, 5-: 0.51 0.95 0.00 0.14 0.00

t i action linNet ytous (?)

0.00 '
I1V aattln?
.l

2.92
7 la:k oati,lr?

0.89
`.... .:::
.
't'otal A,r ott of UttYeluptnent Y
2.81 Critlsxls Caefit`
1.04 I'C >f sip CaeiT;
0
32
fltrlacly)
yr)
Lilac/ .
Post-development:

I Y p? of >rAnd hover trii::.: S=M .ItreXnula: 1lyerageN14 CUl:umrk ' Aiverae )VC?: CaltiKfii'::
(xctes).:. IV(trt/li): ).t:()(4' : ..
::(4*.{).(
TranspirtatrunYtttpetvioiis fZ" 4.23 2.60 6.61 0.19 0.48

?fonf.impcCV'tdu w.
i+
4.23
1.95
4.54
0.11
0.26
.
.

Managed Iret v(uus:': f i??a°' 4.23 1.42 8.06 0.28 1.59
Woa<li'd 1101 eons ??r9??) ;' 4.23 0.94 1.27 0.14 0.19

h action lmlk$t yt ns (I?
0.41 7"N f~uad'itg
20
48 1'l<':.QaYdlr?
2
52
(II?7yr)a . (IIr/yr?' .

I otjl Ai 6of M YelopipgW:?.
2.81 lN'xc(i Cueff.
7
29 7
90
0
'' ' , (Ib/nc/y?•);, . (Itilaclyr);,;: .
Note: The nutrient loading goals arc 4.0 Ib/ac/yr fn-TN and 0.4 Ib/ac/yr fbr TP. If the post-development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post-developmenl'rN and'IT loadings after BMPs are installed.
Tar-Painlico Stormwater Rule 15A NCAC 28.0258
Last Modified 5/23/03
Coastal Plain of the Tar-Pamlico River Basin:
Includes Greenville and Washington as well as Pitt and Beaufort Counties

•
9
BMP Removal Calculation Worksheet (Automated)
Project Name:
Date:
By: Checked 13y:
Directions:
> It may be advantageous to split the development into separate catchments to be handled by separate BMI's. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoff flowing
onto the development from oflsite is routed separately around or through the site, the oflsite catchmen t area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table: Enter the catclunent acreage in the top green blank. Based on it comparison of t he post-development TN and "T'P
export coefficients you calculated above to the rule requirements of 4.0 Ib/ac/yr TN and 0.4 lb/ac/yr T P, select 13MP(s) from the list
lm treating the catchment runoff, linter the chosen BMI'(s) nutrient removal rates in the green blanks . If more than one BMI' is to be
used in series, the combined removal rates will be calculated automatically in the blue blanks.
> Catchment Tables: taller the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light
blue boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre-
13MI' worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
l 1V 1 P . be5i?i Sthgi?ttrd ' '.

44 betci (Wi:I.diid: 25 40
limp
NC 13MP Manual
Nutrient 40 35 NC BMP Manual
Removal Sind l 3[te1:. 35 45 NC 13MP Manual
Rates ...... 35 45 NC BMP Manual
20 20 NC BMP Manual
'egiitiltctl hitfiif 5fi tai w7 20
4035
NC 13MP Manual
I}Ky}etcnfinii 10 10
......................... NC 13MP Manual
Catehment 1:
Total acreage of catchment 1 0,91 -.,, .•: ac
First BMP's TN removal rate % First BMP''fP removal rate s i r ` '?, •` %,
Second BMP's TN removal rite - )' , % Second BMI"s' T removal rate %
'T'hird BMVs'T'N removal rate - % Third l3MP s'1'I' removal rate
TO'T'AL TN REMOVAL RA'Z'E = U % 'fo'rAL'I'I' REMOVAL RATE = 0 %

t ypgo{ t anelC nvei ltletihlcitf Nl .l±ormult! AvgrAgc 1F'M? o nlumli \voi'a a i?M it :'. is I'
llercu 0.51;: ?J t L : :: .I':.t: in 1, 2 r 3 4 i'ri (m ll:' (2).„ » G
Irn?ispurtatitnlmpeluinuK °?05 1.01 2.60 0.13 11.19 0.01

Itaot prnpel Ylgp@' ?f
(UU`tp- =
1.01
1.95
0.00
0.11
0
00
.
1?4utn?Cd'p?1ogs 1.01
1.42
0.77
0.28
0.15

Wooded
pervious.
_t +
1.01
0.94
0.30
0.14
0.05

Area (rtlcerl nth Ily X31VXp aFwvyrfg??;-
;',-+ar?j
(l£"
1.(It
1.95
0.00
0.11
0.00
?

;roctlo
na!uqus

.05 ire=

.21
,..
?.. i3Ml: Ia.

0
21
,
::::::::::::: a :oad:0.4yO; I:;oiii? (l.blyrj .
Total Arch o(llevelopinent 0.91 4'reltMi' iN 1.33 1v 4 1MP, l 23
0
1+ xrpi j.(llrTpelyrj El 6 r I
(Ib/acly .
Po,t-t3MP'lY 1.21 21
0
44ad (INVO I;npd riblyi'j: .
.6" 14IMP.
N

133

rbst e

n z l
01 V 1.6k) I %piirt pt>tg?Tx
0
0
Tar-Pamlico Stormwater Rule 15A NCAC 28 0258
Last Modified 5/23/03
Catchment 2:
Total acreage of catchment 2 = ac
First I3MP's TN removal rate=!-""'-.-,
ate I : "' 2K -1 % First 13MI)VI'P removal rate i 44
Second 13MP''I•N removal rite Second BMP's'rl' removal rate
--
Third BMP's TN removal (ate
% 'third 13MP's TP removal rate
TOTAL TN REMOVAL RA rl. = 55 % TOTAL'rP REMOVAL RATE - 61

'T'y :e of L!iigiiSv
.
.:.:.:...:.:...:.........:...........
.
.
.;.;.;.;.;.;.;.;.
. ormblN
.;.
.;.;.;.;.;.;.;.;.;.;. :Avers :I~,Nt?ii
.;.;.;.;.;.?,:•:•
:::
:
:
:
t11 CtAs?'ti?1?I?r:U
blUIIgL:;:
• •
•
•
Acreft Lei . ,
. U + 9 t 1 :
: :•:•:•:::•:::::
:
:
4 .
X' m

lriiifspocCatluii>tiipervfbus ,, s Q,?l7,` ` 5.87 2.60 8.71 0.19 0.64

(toot t(iipcr<<ioiis : Q bS ,; 5.87 1.95 6.30 0.11 0.36
14agpiigedpbry?olts .. ) 53„c•" 5.87 1.42 4.42 0.28 0.87
Wbbn?d pgrvl01 i 5.87 094 11.110 0.14 0.110
Ai'?Nattl ep;;pp y; 1M?':::;:;: 5.87 1.95 2.86 0.11 0.16

.59 mr:?r:
Iv
.......

2.29

re.DIVI t.

.
'`

2
2
4 .
''•
::I: I!I:Aren:s(CTleyeip
1.90
1're 13j11 ? N

11.73
I:r? nlvlr;`j`j

1
07
Lx:poi t,(Ihluelyl) Li jior.t (Itjlae(?r} .
i. .
>v
P. N

0.03

1
79
.

;

" M . XN
q
_. 28 5t

0
42
. rk bit / C/ ,
.
Catchment 3:
Total acreage of catchment 3 = I 0.00 ae
First BMP's'1'N removal rate = % First 13MP's'1•P removal rate =
Second BMP's TN removal rite % Second 13MP's'IT removal rate a• , .' `.
Third 13MP's'rN removal rate % 'third BMP's T1'removal rate
TOTAL TN REMOVAL RATE = 0 % TOTAL'rP REMOVAL. RATE = b %
•

l ypebt l a(iil:t"over '.::
' Ci'teliinent . ,:.:.:.
.b ..I. .........
... age 3;MC:o
::::Cnli? nn ' .:.
Av1 i sge CIVIC o
Colfutw :;
Acx;:n'e: b SJ?:2;1 I': ::. I ?4 (iic lr . '. x) ri 3 '?•: 4 'f1' of .[, 2 „ g w'•G.
t,rnrispoi•tafiaiilnijiervlons 2.60 0.19
It0if1m:iel`uiuiis . 1.95 0.11
111suiN?eit;perVlOli,S ,: 1.42 0.28
::WoodtIt perv5b1 094 0.14
Ai`.bh tiilceii ilp by 13MP 1.95 0.11

I,.?a?t(P,tt;ltif fCI;V.1!#?IS (?):`?:'::

I .F• •

t . 3M tk'CiV .. f
............:.............:..
s Soa'

)eyiS14''riltiiiti°:':
p r.. 1v
r1;;T31V?h;a l'
U.zpa(1t161>tgly?°) Gzplirt (Il>lnclyr

nsc,1;N11?.:?N " r
rbst.i3N1I. 1;?
to
ad bf f

?obtl 167 (
'N
t
C/
1

r. P..t.

i
l l f a/ x

•

Tar-Pamlico Stormwater Rule 15A NCAC 2B.0258
Last Modified 5/23/03
Weighted Average of Nutrient Loadings from the Catchments:
r htcput?iil I?osk 13N11' ".rast;
Acrenge 7 N; antliti I P U04ilOig
(Ib%ncl l(Ib/?cl e)
Cntcfrment I 0.91 1.33 0.23
C'htC1?'tiiCrit 1.90 5.28 0.42
r iifelri ie?iji 0.00 0.00 0.00
I brr-AI OIt IFI,V> t,t9?t'NIj IYT 2.81 4.00 0.35
Note: The nutrient loading goals arc 4.0 Ib/ac/yr 16r YN and 0.4 lb/ac/yr flor'I'P. If the post-development nutrient
loading is below these levels, then the 13MPs planned are adequate. Otherwise, additional 13Mps and/or
modifications in development plans are required.
0

BMP DESIGN

Designs based on the Stornnvater Best Management Practices publication from the
0 Division of Water Quality, NCDENR (April, 1999)
• Wet Detention Basin Design Calculations
1. Permanent Water Quality Pool Depth and Surface Area
Inflow % Impervious Cover
1.12acres * 100% = 59%
1.90acres
Surface Area to Drainage Area Ratio
Using the Table entitled 90% ISS Removal in Coastal Counties, the ratio
for a site with 59% impervious cover and an assumed 6' permanent pool
is 3.3. Therefore, the required surface area is:
SA = 3.3100 * 1.90acres * 43,560'S / = 2,731af
2. Treatment Volume
Retention (S)
• The retention for this area is 0.87. (Detainment Inflow calculations)
Runoff
Design storm = 1.0"
Runoff (in) = (P - 0.2S)2
(1-1+0.8S)
Runoff (1.0-0.2*0.87)2
-
(1.0 + 0.8 * 0.87) 0 .40in
Volume
Volume runoff * surface area
Volume _ 0.40 in * 1.90 acres 0.76 in-acres
Volume -2, 759 ft
0
• 3. Drawdown Time
Target time of 2-3 days - 2.5 days
Orifice Sizing
Average flow
V _ 2,759f/' = 0.128cfs
2.5days * 24hours * 3,600 se
/day hour
Area
Q=N*Cd*A* 2gh
Assume an average depth of 12"
0.128cfs=1*0.6*A*V2*32.2*1212
11
A = 0.027, f
A1)2
4
2
0.027sf = D
D = 0.19 ft = 2.3inches - 2.0" orifice
MAINTENANCE
• At a minimum, items that should be inspected semi-annually are:
1. removal of debris
2. mowing of banks
3. clogging of the outlet or too rapid a release
4. erosion on the banks, inlets or outlets
5. cracking or settling of banks
6. sediment accumulation and the need for removal
7. proper vegetation cover and growth
0
0 Stormwater Wetlands
1. Treatment Volume (see Wet Detention Basin Calculations)
Volume
Mohime -- 2,759f,3
2. Surface Area
Assume depth over normal pool = 12"
Surface Area
SA - 2,759 .ft'
= 2,759 2
I.Of f
3. Drawdown Time
Target time of 2-3 days
• Orifice Sizing
Assume one 2.0" orifice (see Wet Detention Basin Calculations)
MAINTENANCE
• Debris should be removed whenever it accumulates, or at least twice annually.
• Wetlands should be inspected annually after a rain event to ensure that the basin is
operating as designed.
• At a minimum, items that should be inspected semi-annually are:
1. clogging of the outlet or too rapid a release
2. erosion on the banks
3. erosion at the inlets and outlet
4. sediment accumulation and the need for removal
5. proper vegetation cover and growth
E
11
"Pond Pack Reports"
•
0
•
WET DETENTION POND
• 1-YEAR STORM
CALCULATIONS
Elev. vs. Area Surface
POND 10
22
21
m
w
20
191
2600
0
2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200
Area Surface (sq.ft)
0
Elev. vs. Volume
POND 10
•
•
22
211
a?
w
20t
19 1Z= i i .- i -- r- -i--- i -- i ----1- -1- . 1. -1- . r -- r t -r -1- -r -- r- 1 r --I -- t -r --I --i--- {-- t--i
0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28
Volume (ac-ft)
0
Elev. vs. Flow
Outlet 1
19.01 , - i- -i- 1-
0 1 2
3 4 5
Flow (cfs)
•
0
Elev. vs. Time
POND 10 OUT 1
22.0
s
21.0 ?
w ,
20.0
19.0
0
Time (hrs)
0
1]
Volume vs. Time
POND 10 OUT 1
0.22
• 0.20
0.18
0.16
0.14
0.12
0.10
0 1
> 0.08
0.06
I
0.04
0.02
III!

0.00 v -
0
•
0
Hydrograph
POND 10 OUT 1
•
3.0
2.0
U
3
0
1.0
._-
0.0 1.1
0
•
10 20 30 40
Time (hrs)
0
Job File: M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.PPW
Rain Dir: M:\Haestad\PondPack\P800-899\P809-Hudson\
C,
JOB TITLE
Project Date: 11/10/2005
Project Engineer: William K. Mal-pass
Project Title: Hudson Industrial
Project: Comments:
•
11
SIN: EF'YXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Table of Contents
i
•
********************** MASTER SUMMARY **********************
Watershed....... Master_ Network Summary ............. 1.01
*************** NETWORK SUMMARIES (DETAILED) ***************
Watershed....... 1.
Executive Summary (Nodes) .......... 2.01
Executive Summary (Links) .......... 2.02
Network Calcs Sequence ............. 2.03
******************** RUNOFF HYDROGRAPHS ********************
HYD QUEUE 10.... 1
Read [IYG ........................... 3.01
*********************** HYG ADDITION ***********************
0
OUT 1.0.......... 1
Node: Addition Summary ............. 4.01
*********************** TIME VS.ELEV ***********************
POND 10 OUT 1
Time-Elev .......................... 5.01
************************ TIME VS.VOL ***********************
POND 10 OUT 1
Time vs. Volume .................... 6.01
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:36 PM
Malpass & Associates
11/14/2005
J
Table of Contents
ii
******+*****+* POND VOLUMES ************+***
POND 10......... Vol: Elev-Area ..................... 7.01
********"*********** OUTLET STRUCTURES *********************
Outlet 1......... Outlet Input Data .................. 8.01
Individual Outlet Curves ........... 8.09
Composite Rating Curve ............. 8.13
+****++*+* POND ROUTING
POND 10......... Pond E-V-Q Table ................... 9.01
9
•
POND 1.0 IN I
Node: Pond Inflow Summary .......... 9.03
POND 10 OUT 1.
Pond Routing Summary ............... 9.05
Pond Routed HYG (total out) ........ 9.06
ROUTE 10........ 1
Diverted Hydrograph ................ 9.10
SIN: EFYXYWGYYNFB
PondPack (1.0.00.016.00)
3:36 PM
Malpass & Associates
11/19/2005
Type.... Master. Network Summary Page 1.01
Name.... Watershed
F.i.le.... M:\Haestad\PondPack\P800-899\P809--Hudsori\PB09-liUDSON POND.ppw
•
MASTER DESIGN STORM SUMMARY
Hydr.ograph Queue Only Network
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
Hydrograph File Import Option Used For 1 node(s)
(*Node=Outfall; +Node=Diversi.on;)
(Trurr= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Return HYG Vol
Node
----- ID
------ Type
------ --- Event
- ac-ft Trun

HYD
QUEUE -
1.0 HYG -----
1 ---------- --
.392
*OUT 10 JCT 1 .390
POND 10 IN POND 1 .392
• POND 10 OUT POND 1 .390
Max
Qpeak Qpeak Max WSEL Pond Storage
hrs
--------- cfs It ac-ft
--

.5833 -
----- -------- ------------
5.58
1.0500 2.78
.6000 5.57
1.0500 2.78 21.57 .218
0
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
Malpass & Associates
3:36 PM 11/19/2005
Type.... Executive Summary (Nodes) Page 2,01.
Name.... Watershed Event: 1 yr.
rile.... M:\Haestad\13ondPack\P800-899\P809-11udson\P809-HUDSON POND.ppw
Storm... 1 Tag: 1
NETWORK SUMMARY -- NODES
(Trim.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt:)
HYG Vol. Qpeak Qpeak Max WSEL
Node 1D
-------------- Type
---- ---- ac-ft Trun. hrs
---------- - cfs ft

HYD QUEUE 10
HYG
.392 - ---------
.5833 -------- ---------
5.58
Outfa.l.l. OUT 1.0 Jc'I' .390 1.0500 2.78
POND 10 IN POND .392 .6000 5.57
POND 10 OUT POND .390 1.0500 2.78 21.57

0
S/N: EEYXYWGYYNEB Malpass & Associates
PondPack (10.00.01.6.00) 3:36 PM 11/14/2005
Type.... Executive Summary (Links) Page 2.02
Name.... Watershed Event: 1 yr
Fi.le.... M:\Haestad\PondPack\PB00-899\11809-Iludson\PB09-IIUDSON POND.ppw
Storm... 1. Tag: 1
NETWORK SUMMITRY -- LINKS
(UN=Upstream Node; DTI=DNstream End of Link; DN=DNstream Node)
(Trun.= HYG Truncation: B.1_ank=None; L=Left; R=Rt; LR=Left & Rt)
HYG Vol Peak Time Peak Q
Link ID
------------- 'Type
--- ---- - ac-ft Tr.un.
--------- hrs cfs End Points

ADDLINK 1.0
ADD UN - ---
.392 ------- -
.5833 -------
5.58 ----------------
HYD QUEUE 10
DL .392 .5833 5.58
DN .392 .6000 5.5'7 POND 10 IN
ROUTE 10 PONDrt UN .392 .6000 5.51 POND 1.0 IN
ROUTE; 10 .390 1.0500 2.78 POND 10 OUT
DL .390 1.0500 2.78
DN .390 1.0500 2.78 OUT 10

0
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:36 PM
Ma.lpass & Associates
11/19/2005
0
Type.... Network Calcs Sequence Page 2.03
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PoridPack\1:1800-899\P809-Hudson\P809-I-IUDSON POND.ppw
Storm... 1 Tag: 1
NETWORK RUNOFF NODE SEQUENCE
0
L_J
Runoff Data Apply to Node Receiving Link
Read HYGHYD QUEUE 1.0 HYG Qin HYD QUEUE 1.0 Add Hyd HYD QUEUE 10
SIN: EE'YXYWGYYNFB
PondPack (10.00.016.00)
3:36 PM
Ma.lpass & Associates
11./19/2005
Type.... Network Calcs Sequence Page 2.04
Name.... Watershed Event: .1. yr
File.... M:\Iiaestad\PondPack\P800-899\P809-Hudson\P809-IIUDSON POND.ppw
• Storm... 1 'T'ag: 1
NETWORK ROU'T'ING SEQUENCE
Link Operation UPst.ream Node DNstream Node
Add flyd ADDLINK 10 llYG Qin HYD QUEUE 1.0 Pond POND 10 IN
POND ROUTE TOTAL OUTFLOW...
Total Pond Outflow Pond POND 10 IN Outflow POND 10 OUT
SET POND ROU'T'ING LINK TO TOTAL, POND OUTFLOW...
Outlet ROUTE 10 Outflow POND 1.0 OUT Jct. OUT 1.0
•
0
SIN: EFYXYWGYYNFH
PondPack (10.00.01.6.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... Read HYG Page 3.01.
Name.... HYD QUEUE 1.0 `Pay: .1. Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Fludson\P809-HUDSON POND.ppw
• Storm... Tag: 1.
HYG file =
HYG ID = 1-year 24-hr
HYG Tag = I
-----------------------------------
Peak Discharge = 5.58 cfs
Time to Peak = .5833 hrs
HYG Volume = .392 ac-ft
-----------------------------------
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0833 hrs
hrs I
--- -1- Time on,
----------- left represents
- time for first value in each row.
.0000 .00 .25 .95 1.99 3.17
.4167 1 4.28 5.14 5.58 5.53 5.00
.8333 4.08 3.66 3.02 2.49 2.06
1.2500 I 1.70 1.40 1.16 .95 .79
1.6666 1 .65 .54 .44 .37 .30
2.0833 .25 .21 .17 .1.4 L2
2.4999 I .10 .08 .06 .05 .04
2.9166 I .04 .03 .02 .02 .02
3.3332 I .01 .01 .01 .01 .01
3.7499 I .01 .00 .00 .00
•
•
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
•
Type.... Node: Addition Summary Page 4.01.
Name.... OUT 10 Event: 1 yr
File.... M:\Ilaestad\PondPack\P800-899\11809-Iludson\P809-HUDSON POND.ppw
Storm... 1. `rag: 1
SUMMARY FOR HYDROGRAPH ADDITION
at Node: OUT 1.0
is
E
IIYG Directory: M:\Haestad\PondPack\P800-899\PB09-Iludson\
Upstream Link ID
----------------- Upstream
---------- Node ID HYG
-
-- file HYG 11) IIYG tag

ROUTE 10
POND 10 -
----------
IN -------- --------------
ROUTE 10 -----------
1
INFLOWS TO: OUT 10
------ -- ---- ------- Volume Peak Time Peak Flow
HYG fi_1.e
----------- HYG
------ ID
--------- IIYG tag
-------- ac-ft hrs cfs

ROUTE 1.0 ------
1 ---------
.390 ---------------
1.0500 -----------
2.78
TOTAL FLOW INTO: OUT 10
----------- ------ --------- --------------- Volume Peak Time Peak Flow
HYG f.i_le
------------ IIYG
------ ID
-------
- IIYG tag ac-ft hrs cfs

OUT -
10 --------------
1 ---------
.390 --------------
1.0500 -----------
2.78
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:36 PM
Ma.lpass & Associates
11./14/2005
I 1
Type.... Node: Additi.on Summary Page 4.02
Name.... OUT 10 Event: 1 yr
Fi_]_e.... M:ALlaestad\PondPack\PB00-899\P809-lludson\PB09-HUDSON POND.ppw
Storm... I Tag: 1
TOTAL, NODE INFLOW...
11YG file =
11YG ID = OUT 10
11YG 'L'ag = 1
------------------------------------
Peak Discharge = 2.78 c:Fs
Time to Peak = 1.0500 hr.s
11YG Volume = .390 ac-ft
-------------------------------------
LIYDROGRAPH ORDINATES (cfs)

•
Time Output Time increment = .0500 hr_s
hrs
----------I- Time on
----------- left represents
---- time for first value in each row.
.0500 .00 .00 .00 .02 .03
.3000 I .05 .07 .08 .09 .1.1
.5500 I .12 .38 .83 1.31 1.75
.8000 I 2.11 2.38 2.57 2.70 2.77
1.0500 I 2.78 2.75 2.69 2.60 2.50
1.3000 ( 2.39 2.26 2.14 2.02 1.89
1.5500 1.78 1.66 1.55 1.45 1.35
1.8000 I 1.26 1.1.7 1.09 1.01 .94
2.0500 I .88 .82 .76 .71 .66
2.3000 ( .61 .57 .54 .50 .4'7
2.5500 I .44 .41 .39 .36 .34
2.8000 I .32 .30 .28 ,21 .26
3.0500 .24 .23 .22 .21 .20
3.3000 I .19 .18 .1.7 .17 .16
3.5500 .16 .15 .15 .14 .1.4
3.8000 .13 .13 .13 .12 .1.2
4.0500 I .12 ,12 .12 .1.2 .12
4.3000 I .12 .1.2 .12 .12 .12
4.5500 I .12 .12 .12 .11 .11.
4.8000 11 l]. 11 11 ]1
5.0500 I 11 l.1 ]. 1. 11 .11.
5.3000 I 11 ]. ]. 11 ].l 1].
5.5500 I 11 .1] 11 .11 .11
5.8000 I 11 .11 It
1.1
17.
6.0500 I 11 .71 .1L
11
1.1
6.3000 I 11 .1.1 ].1. 1:L 11
6.5500 I l] ll. .10 .10 .10
6.8000 10 .10 .10 .10 ..to
7.0500 I 10 .10 10 .10 .1.0
7.3000 10 .10 10 ,1.0 10
7.5500 .10 .10 .10 .10 .10
SIN: EFYXYWGYYNFB
PondPack (10.00.01.6.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... Node: Addition Summary Page 4.03
Name.... OUT 10 Event: 1 yr
F.i.le.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw
Storm ... I 'l'ag: I
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hr's
- --I- Time on
----------- left represent
----------- s time for first value in each row.

/.8000
.10 ---
.10 ------
.10 --------------
.10 ----------
.10
8.0500 .10 .10 .10 10 .10
8.3000 .1.0 .10 ].0 .10 .10
8.5500 .09 .09 .09 .09 .09
8.8000 I .09 .09 .09 .09 .09
9.0500 .09 .09 .09 .09 .09
9.3000 .09 .09 .09 .09 .09
9.5500 .09 .09 .09 .09 .09
9.8000 I .09 .09 .09 .09 .09
10.0500 .09 .09 .09 .09 .09
10.3000 .09 .08 .08 .08 .08
1.0.5500 .08 .08 .08 .08 .08
10.8000 I .08 .08 .08 .08 .08
11.0500 .08 .08 .08 .08 .08
11.3000 08 .08 .08 .08 .08
11.5500 .08 .08 .08 .08 .08
11..8000 I .08 .08 .08 .08 .08
12.0500 .08 .08 .07 .07 .07
12.3000 I .07 .07 .07 .07 .07
12.5500 I .07 .07 .07 .07 .07
12.8000 I .07 .07 .07 .07 .07
13.0500 .07 .07 .07 .07 .07
13.3000 .07 .07 .07 .07 .07
13.5500 .07 .07 .07 .07 .07
13.8000 I .07 .06 .06 .06 .06
14.0500 I .06 .06 .06 .06 .06
14.3000 I .06 .06 .06 .06 .06
14.5500 I .06 .06 .06 .06 .06
14.8000 I .06 .06 .06 .06 .06
15.0500 I .06 .06 .06 .06 .06
15.3000 .06 .06 .06 .06 .06
1.5. 5500 .06 .06 .05 .05 .05
15.8000 I .05 .05 .05 .05 .05
16.0500 I .05 .05 .05 .05 .05
1.6.:3000 I .05 .05 .05 .05 . 05
16.5500 I .05 .05 .05 .05 .05
16.8000 I .05 .05 .05 .05 .05
17.0500 I .05 .05 .05 .05 .04
17.3000 I .04 .04 .04 .04 .04
17.`i500 I .04 .04 .04 .04 .04
17.8000 I .04 .04 .04 .04 .04
18.0500 I .04 .04 .04 .09 .04
1.8.3000 .04 .04 .04 .04 .04
18.5500 .04 .04 .04 .04 .04
1.8.8000 .04 .04 .04 .04 .04
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type .... Node: Addition Summary Page 4.04
Name.... OUT 10 Event: 1 yr
File.... M:\Ilaestad\PondPack\P800-899\P809-Hudson\P809-IIUDSON POND.ppw
Storm... 1 'l'ag: 1
G
•
HYDROGRAPH ORDINATES (cfs)
Time ( Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
----------- s time for first value in each row.

19.0500
.03 ---
.03 ----------
.03 -------------
.03 -------------
.03
19.3000 .03 .03 .03 .03 .03
19.5500 .03 .03 .03 .03 .03
19.8000 .03 .03 .03 .03 .03
20.0500 .03 .03 .03 .03 .03
20.3000 .03 .03 .03 .03 .03
20.5500 .03 .03 .03 .03 .03
20.8000 .03 .03 .03 .03 .03
21.0500 .03 .02 .02 .02 .02
21.3000 .02 .02 .02 .02 .02
21.5500 .02 .02 .02 .02 .02
21.8000 .02 .02 .02 .02 .02
22.0500 .02 .02 .02 .02 .02
22.3000 .02 .02 .02 .02 .02
22.5500 .02 .02 .02 .02 .02
22.8000 I .01 .01 .01 .01. .01
23.0500 .01 .01. .01. .01. .01
23.3000 .01 .01 .01 .01. .01.
23.5500 .01 .01 .01 .01 .01
23.8000 .01 .01 .01. .01 .01
24.0500 I .01 .01 .01. .01. .01.
24.3000 I .01. .01 .01. .01. .01
24.5500 I .01 .01 .01 .01 .01
24.8000 .01 .01 .01 .01 .01
25.0500 I .01 .01 .01 .01 .01
25.3000 .01. .01 .01 .01 .01
25.5500 .01 .01 .01 .01 .01
25.8000 .01 .01 .01. .01 .01
26.0500 I .01 .01 .01. .01 .01
26.3000 I .01 .01 .01 .01 .01
26.5500 .01 .01 .01. .01. .01
26.8000 .01 .01 .01 .01 .01
27.0500 .01 .01 .01 .01 .01
27.3000 .01 .01 .01 .01 .01
27.5500 .01 .01 .01 .01 .01
27.8000 .01 .01 .01 .01 .01
28.0500 I .01 .01 .01. .01 .00
28.3000 .00 .00 .00 .00 .00
28.5500 .00 .00 .00 .00 .00
28.8000 I .00 .00 .00 .00 .00
29.0500 .00 .00 .00 .00 .00
29.3000 I .00 .00 .00 .00 .00
29.5500 I .00 .00 .00 .00 .00
29.8000 I .00 .00 .00 .00 .00
30.0500 I .00 .00 .00 .00 .00
SIN: EFYXYWGYYNFB Mal.pass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005

Type.... Node: Addition Summary Page 4.05
Name.... OUT 10 Event: 1 yr
file.... M:\Haestad\PondPack\P800-899\P809-lludson\P809-HUDSON POND.ppw
St.orm... 1 Tay: 1
HYDROGRAPH ORDINATES (cfs)
•
C
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for
----
-- first value
--
--
---- in each row.
-----
------
---------I-
30.3000 1 -----------
.00 ---------------
.00 --
-
-
.00 -
---
.00 -
-
.00
30.5500 I .00 .00 .00 .00 .00
30.8000 .00 .00 .00 .00 .00
31.0500 I .00 .00 .00 .00 .00
31.3000 I .00 .00 .00 .00 .00
31.5500 1 .00 .00 .00 .00 .00
31.8000 1 .00 .00 .00 .00 .00
32.0500 I .00 .00 .00 .00 .00
32.3000 1 .00 .00 .00 .00 .00
32.5500 1 .00 .00 .00 .00 .00
32.8000 1 .00 .00 .00 .00 .00
33.0500 .00 .00 .00
SIN: EFYXYWGYYNfB
PondPack (10.00.016.00)
3:36 PM
Ma1_pass & Associates
1.1/1.4/2005
•
Type.... Time-Elev Page 5.01.
Name.... POND 10 OUT Tay: 1 Event.: 1 yr
File.... M:\Iaaestad\PondPack\P800-899\P809-Hudson\P809-IIUDSON POND.ppw
Storm... 1 Tag: 1.
TIME vs. ELEVATION (ft.)
0
0
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left.
-------------- represents
--- time for first value in each row.

.0000 -
19.00 -
--------
19.00 ---------
19.02 ---------------
1.9.06 ----------
19.13
.2500 1.9.24 19.38 19.56 19.76 19.99
.5000 20.24 20.49 20.73 20.94 21.12
.7500 21.27 21.38 21.46 21.51. 21.55
1..0000 I 21.56 21.57 21.56 21.54 21.52
1.2500 I 21.49 21.46 21.43 21.39 21.35
1.5000 I 21.32 21.28 21.24 21.21 21.17
1.7500 21.14 21.11. 21.07 21.04 21.01
2.0000 20.99 20.96 20.94 20.91 20.89
2.2500 20.87 20.85 20.83 20.81 20.79
2.5000 20.7'7 20.76 20.74 20.73 20.71
2.7500 20.70 20.69 20.68 20.66 20.65
3.0000 I 20.64 20.63 20.62 20.61 20.61
3.2500 I 20.60 20.59 20.58 20.57 20.57
3.5000 20.56 20.55 20.55 20.54 20.53
3.7500 I 20.53 20.52 20.52 20.51 20.50
4.0000 I 20.50 20.49 20.49 20.48 20.48
4.2500 20.47 20.47 20.46 20.45 20.45
4.5000 20.44 20.44 20.43 20.43 20.42
4.7500 20.42 20.41 20.40 20.40 20.39
5.0000 20.39 20.38 20.38 20.37 20.31
5.2500 I 20.36 20.36 20.35 20.35 20.34
5.5000 ( 20.33 20.33 20.32 20.32 20.31
5.7500 I 20.31 20.30 20.30 20.29 20.29
6.0000 I 20.28 20.28 20.27 20.27 20.26
6.2500 I 20.25 20.25 20.24 20.24 20.23
6.5000 20.23 20.22 20.22 20.21 20.21
6.'7500 20.20 20.20 20.19 20.19 20.18
7.0000 20.18 20.17 20.1'7 20.16 20.16
7.2500 20.15 20.15 20.14 20.13 20.13
7.5000 20.12 20.12 20.17. 20.11 20.10
7.'1500 20.10 20.09 20.09 20.08 20.08
8.0000 I 20.07 20.07 20.06 20.06 20.05
8.2500 I 20.05 20.04 20.04 20.03 20.03
8.5000 I 20.02 20.02 20.01 20.01 20.00
8.'7500 I 20.00 19.99 19.99 19.98 19.98
9.0000 I 19.98 19.97 19.97 19.96 19.96
9.2500 I 19. 95 19.95 19. 94 19.94 19.93
9.5000 I :19.93 19.92 19.92 19.91 19.91
9.7500 I 1.9. 90 1.9. 90 19.89 19.89 19.88
10.0000 I 19.88 19.88 19.87 1.9.87 19.86
10.2500 I 19.86 1.9.85 19.85 19.84 19.84
10.5000 I 19.83 19.83 19.82 19.82 19.82
SIN: EFYXYWGYYNF'B
PondPack (10.00.016.00)
3:36 PM
Malpass & Associates
1.1/14/2005
Type.... `l'ime-EIev Page 5.02
Name.... POND 10 OUT Tag: 1 Event.: 1 yr
File.... M:\Haestad\PondPack\P800-899\PB09-Hudson\P809-IIUDSON POND.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
0
E
Time Output Time increment = .0500 hrs
hrs
---------I- Time on left
--------------- represents
- --
- time for first. value in each row.

70.7500
19.81. -
-
19.81- ---------
19.80 --------------
19.80 -----------
19.79
11..0000 I 19.79 1.9.78 19.78 1.9.78 1.9. VV
1.1.2500 I 19.77 19.76 L9.76 19.75 19.75
11..5000 I 19.74 19.74 1.9. 74 19.73 19.73
1.1..7500 I 19. 19.72 19.71. 19.71 19.71
12.0000 19.70 19.'70 19.69 19.69 19.69
12.2500 19.68 19.68 1.9.67 19.6"1 19.66
12.5000 19.66 19.66 19. 65 19.65 .1-9. 64
12.7500 19.64 19.64 19.63 19. 63 19.62
13.0000 19.62 19.62 .19.61 19.61 19.60
13.2500 19.60 1.9.60 19.59 19.59 19.58
13.5000 19.58 19.58 19.5"/ 19.57 19.56
13.7500 19.56 19.56 19.55 1.9.55 1.9.55
14.0000 19.54 19.54 19.53 19.53 19.53
14.2500 19.52 19.52 19.52 19.51 19.51
14.5000 19.51 19.50 19.50 19.49 1.9.49
14.7500 1-9. 49 19.48 19. 48 19.48 1.9. 47
15.0000 19.47 19.47 19.46 1.9.46 19.46
15.2500 19.45 19.45 19.45 19.44 19.44
15.5000 19.44 19.43 19.43 19.43 19.42
15.1500 19.42 19.42 19.41 :19.41. 1.9.41
16.0000 19.40 1.9.40 19.40 .1.9.39 19.39
16.2500 I 19.39 19.39 1.9.38 1.9.38 19.38
16.5000 1.9 19.37 19.37 1.9.36 19.36
16.7500 I 19.36 19.36 19.35 19.35 19.35
1'7.0000 I 19.34 19.34 1.9.34 19.34 1.9.33
]-/.2500 I 1.9.3 3 19.33 19.32 19.32 1.9.32
1'7.5000 I 19.32 19.31 19.31 19.31. 19.31
17.7500 I 19.30 19.30 19.30 19.30 19.29
18.0000 I 19.29 19.29 19.29 19.28 19.28
18.2500 I 19.28 1.9.28 19.27 19.27 :1.9.27
18.5000 I 19.27 19.26 19.26 19.26 19.26
18."7500 I 19.25 19.25 19.25 19. 25 19.25
19.0000 I 19.24 19.24 19.24 19.24 19.23
19.2500 I 19.23 19.23 19.23 19.23 19.22
.1.9.5000 I 19.22 19.22 19.22 19.22 19.21
19.7500 I 19.21. 1-9.21 19.21 19.21 19.20
20.0000 19.20 19.20 19.20 1.9.20 19.19
20.2500 19. 1.9 19.19 19.19 19.19 19. 19
20.5000 19.18 19.18 19.18 19.18 19.18
20."1500 19.18 19. F/ 19.17 19. 1.7 19.17
21.0000 19.1.7 19.17 1-9.16 19.16 19.16
21.2500 19.16 19.16 1.9.1.6 1.9.1.5 19.15
21.5000 19.15 19.15 19.15 19.15 1.9.15
SIN: EP'YXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Time-E.lev Page 5.03
Name.... POND 10 OUT Tag: 1 Event: 1 yr
Fi. e.... M:\Ilaestad\PondPack\P800-899\P809--Iludson\P809-HUDSON POND.ppw
St.orin ... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time ( Output Time increment = .0500 hrs
hrs
---------- Time on left
--------------- represents
---------
- time for first value in each row.

21..7500
19.14 -
-
19.14 ---------
19.14 ------- --
19.14 -- ----
19.1.4
22.0000 I 19.14 19.14 19.14 19.13 19.13
22.2500 19.13 19.13 19.13 19.L3 19.13
22.5000 19.1.3 19.1.3 19.12 19.12 19.12
22.7500 19.12 19.12 19.12 19.12 19.12
23.0000 19.12 19.12 19.12 19.11 19.11
23.2500 1 19.11 19.11 19.11. 19.11 19.11
23.5000 I 19.11 19.11 19.11 19.11 1.9.11
23.7500 19.10 19.10 19.10 19.10 19.10
24.0000 I 19.10 19.10 19.10 19.10 19.10
24.2500 I 19.10 19.10 19.10 19.10 19.10
24.5000 19.09 19.09 19.09 19.09 19.09
24.7500 19.09 79.09 19.09 19.09 19.09
25.0000 19.09 19.09 19.09 19.09 19.09
25.2500 19.09 19.09 19.09 19.09 19.09
2.5.5000 19.08 19.08 19.08 19.08 19.08
25.7500 19.08 19.08 1-9.08 19.08 19.08
26.0000 19.08 19.08 19.08 19.08 19.08
26.2500 19.08 19.08 19.08 1.9.08 19.08
26.5000 1 19.08 19.08 19.08 19.08 19.07
26.7500 I 19.07 19.07 19. 0'7 19.07 19.0'7
27.0000 19.07 19.07 19.0'7 19.07 19.01
27.2500 19.07 19.07 19.07 9.0'7 19.07
27.5000 19.07 1.9.07 19.07 1.9.0'7 19.07
27.7500 I 19.07 19.07 19.07 19.07 19.07
28.0000 I 19.07 19.06 19.06 19.06 19.06
28.2500 I 19.06 19.06 19.06 19.06 19.06
28.5000 I 19.06 1.9.06 19.06 19.06 19.06
28.7500 I 19.06 19.06 19.06 19.06 19.06
29.0000 1 19.06 1.9.06 19.06 .1.9.06 19.06
29.2500 ( 19.06 19.06 1-9.06 1.9.06 19.06
29.5000 1 19.06 19.06 19.06 19.06 19.05
29.7500 I 19.05 19.05 19.05 19.05 19.05
30.0000 I 19.05 19.05 19.05 19.05 19.05
30.2500 19.05 19.05 19.05 19.05 19.05
30.5000 19.05 19.05 19.05 19.05 19.05
30.7500 1.9.05 19.05 1.9.05 19.05 19.05
31.0000 19.05 19.05 19.05 19.05 19.05
31.2500 I 19.05 19.05 1.9.05 19.05 19.05
31.5000 I 19.05 19.05 1-9.04 19.04 19.04
31.'1500 1 19.04 19.04 19.04 19.04 19.04
32.0000 I 19.04 19.04 19.04 19.04 1.9.04
32.2500 I 19.04 19.04 1.9.04 19.04 19.04
32.5000 1 19.04 19.04 19. 04 19.04 19.04
S/N: EFYXYWGYYNFH Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Time-Elev Page 5.04
Name.... POND 10 OUT Tag: 1 Event: 1 yr
Fi.l.e.... M:\Haestad\PondPack\P800-899\P809-Ilidson\P809-HUDSON POND.ppw
Storm... 1 Tag: 1.
TIME vs. ELEVATION (ft)
Time I Output Time increment = .0500 firs
hrs
---------- Time on left represents
--------------------------- time for
--------- first value in each row.
---

32.7500
19.04 19.04
19.04 ----------------------
19.04 19.04
33.0000 1.9.04 19.04 19.04 19.04

•
S/N: E['YXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Time vs. Volume Page 6.01
Name.... POND 10 OUT 'l'ag: 1 Event: 1 yr
File .... M:\Ilaestad\PoridPack\P800-899\13809-Fludsori\P809-IIUDSON POND.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
0
•
'l'ime I Output: Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents ti
------------ me for first value in each row.

•0000
.000 -
.000 ------------
.001 ---------
.004 -----------
.008
.2500 .01.5 .025 .037 .052 .0'70
.5000 .089 .111. .132 .153 .171
.1500 .186 .197 .206 .211 .215
1.0000 .217 .218 .217 .215 .21.2
1.2500 .209 .206 .202 .198 .194
1.5000 .191 .187 .183 .1'79 .176
1.7500 172 .169 .166 .163 .160
2.0000 157 .155 .152 .150 .148
2.2500 .146 .144 .1.42 .140 .139
2.5000 .137 .136 .134 .133 .131
2.7500 I .130 .129 .128 .127 .126
3.0000 I .125 .124 .123 .122 .121
3.2500 I .121 .120 .119 .119 .1.18
3.5000 I .117 .117 .116 .11 .6 .1.15
3.7500 I .114 .1.14 .113 .113 .112
4.0000 I .1.12 .111. .111 .110 .11.0
4.2500 I .109 .1.09 .1.08 .108 .108
4.5000 I .107 .107 .106 .106 .105
4.7500 I .105 .104 .104 .103 .103
5.0000 I .102 .102 .1.01 .101 .1.00
5.2500 I .100 .100 .099 .099 .098
5.5000 I .098 .097 .097 .096 .096
5.7500 I .095 .095 .094 .094 .094
6.0000 .093 .093 .092 .092 .091
6.2500 I .091 .090 .090 .090 .089
6.5000 .089 .088 .088 .087 .087
6.7500 .087 .086 .086 .085 .085
7.0000 .084 .084 .084 .083 .083
7.2500 I .082 .082 .081 .081 .081
7.5000 .080 .080 .079 .079 .079
7.7500 I .0'78 .078 .077 .077 .077
8.0000 .076 .076 .075 .0'15 .075
8.2500 .074 .074 .073 .073 .073
8.5000 .072 .072 .071 .071 .071.
8.7500 .070 .070 .069 .069 .069
9.0000 .068 .068 .067 .061 .067
9.2500 .066 .066 .066 .065 .065
9.5000 .065 .064 .064 .063 .063
9.-1500 .063 .062 .062 .062 .061
10.0000 .061 .060 .060 .060 .059
10.2500 .059 .059 .058 .058 .058
10.5000 I .057 .057 .057 .056 .056
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Time vs. Volume Page 6.02
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File .... M:AIlaestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw
Storm... 1 'rag: 1
TIME, vs. VOLUME (ac-ft)

•
Time I Output Time increment = .0500 hrs
hrs
---------I- Time on left
---- ------- represents
----- time for first value in each row.
10.'1500 .056 .055 .055 .055 .054
11.0000 .054 .054 .053 .053 .053
11.2500 .052 .052 .052 .051. .051.
1.1.5000 I .051 .050 .050 .050 .049
11.7500 I .049 .049 .048 .048 .048
12.0000 .041 .047 .047 .047 .046
12.2500 I .046 .046 .045 .045 .045
12.5000 .044 .044 .044 .043 .043
12.7500 .043 .043 .042 .042 .042
13.0000 .041 .041 .041 .041 .040
13.2500 .040 .040 .039 .039 .039
13.5000 I .039 .038 .038 .038 .038
13.7500 I .03"I .037 .037 .036 .036
14 .0000 .036 .036 .035 .035 .035
14.2500 .035 .034 .034 .034 .034
1.4.5000 .033 .033 .033 .033 .032
1.4.'7500 .032 .032 .032 .031 .031
]5.0000 .031 .031. .030 .030 .030
15.2500 I .030 .029 .029 .029 .029
15.5000 I .029 .028 .028 .028 .028
15.'1500 I .027 .02'1 .027 .027 .027
16.0000 I .026 .026 .026 .026 .025
16.2500 I .025 .025 .025 .025 .024
16.5000 I .024 .024 .024 .024 .023
16.7500 I .023 .023 .023 .023 .022
1."1.0000 I .022 .022 .022 .022 .021
]."1.2500 I .021 .021 .021 .021. .021.
17.5000 I .020 .020 .020 .020 .020
]_'1.7500 I .019 .019 .01.9 .019 .019
18.0000 I .019 .018 .018 .018 .018
18.2500 I .018 .018 .01'7 .017 .017
18 . 5000 I .01-/ . 01'1 . 01 '/ .017 . 01 6
18.7500 .016 .016 .016 .016 .016
19.0000 .015 .015 .015 .015 .015
19.2500 .015 .015 .01.4 .014 .014
19.5000 .014 .014 .014 .014 .014
19."1500 I .013 .013 .013 013 .013
20.0000 I .013 .013 .013 012 .012
20.2500 .01.2 .01.2 .012 .012 .012
20.5000 .012 .012 .011 .011 .011.
20.7500 .011 .011 .011 .011 .01.1.
2].0000 .011 .010 .01.0 .010 .01.0
21.2500 .010 .010 .01.0 .010 .010
21.5000 .010 .009 .009 .009 .009
SIN: EEYXYWGYYNFB
PondPack (10.00.016.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... Time vs. Volume Page 6.03
Name.... POND 10 OUT Tag: 1. Event: 1 yr-
Fi.le.... M:\Iiaestad\PondPack\P800-899\P809-Iludson\P809-IIUDSON POND.ppw
• Storm... 1 '.I'ag: 1
TIME vs. VOLUME (ac-ft)
L'
0
Time I Output Time increment = .0500 firs
firs I
---------
- Time on left
---------- - represents
- ----- time for first
---------
- value in each row.
I
21_.7500 1
.009
.009 -
----
.009 ---------
.009 -----------
.009
22.0000 1 .009 .009 .009 .008 .008
22.2500 1 .008 .008 .008 .008 .008
22.5000 1 .008 .008 .008 .008 .008
22.7500 1 .008 .008 .008 .007 .00'7
23.0000 I .007 .007 .007 .007 .007
23.2500 .00'7 .007 .007 .00'7 .007
23.5000 1 .007 .007 .007 .007 .007
23.7500 1 .007 .007 .006 .006 .006
24.0000 I .006 .006 .006 .006 .006
24.2500 I .006 .006 .006 .006 .006
24.5000 I .006 .006 .006 .006 .006
24.7500 i .006 .006 .006 .006 .006
25.0000 I .006 .006 .006 .005 .005
25.2500 I .005 .005 .005 .005 .005
25.5000 1 .005 .005 .005 .005 .005
25.7500 .005 .005 .005 .005 .005
26.0000 I .005 .005 .005 .005 .005
26.2500 1 .005 .005 .005 .005 .005
26.5000 1 .005 .005 .005 .005 .005-
26.V500 1 .005 .005 .005 .005 .005
2.7.0000 1 .005 .004 .004 .004 .004
2"7.2500 I .004 .004 .004 .004 .004
27.5000 I .004 .004 .004 .004 .004
27.7500 I .004 .004 .004 .004 .004
28.0000 1 .004 .004 .004 .004 .004
28.2500 I .004 .004 .004 .004 .004
28.5000 1 .004 .004 .004 .004 .004
28.7500 1 .004 .004 .004 .004 .004
29.0000 .004 .004 .004 .004 .004
29.2500 .004 .004 .004 .004 .003
29.5000 I .003 .003 .003 .003 .003
29.V500 ( .003 .003 .003 .003 .003
30.0000 I .003 .003 .003 .003 .003
30.2500 I .003 .003 .003 .003 .003
30.5000 1 .003 .003 .003 .003 .003
30.7500 1 .003 .003 .003 .003 .003
31.0000 I .003 .003 .003 .003 .003
31.2500 1 .003 .003 .003 .003 .003
31.5000 1 .003 .003 .003 .003 .003
31.7500 1 .003 .003 .003 .003 .003
32.0000 i .003 .003 .003 .003 .003
32.2500 I .003 .003 .003 .003 .003
32.5000 I .003 .003 .003 .003 .002
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/1.4/2005
Type.... `l'ime vs. Volume Page 6.09
Name.... POND 1.0 OUT 'l'ag: 1. Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw
• Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in each row.
---------I---------------------- ---------------------------------
32."1500 .002 .002 .002 .002 .002
33.0000 .002 .002 .002 .002
•
•
SIN: EFYXYWGYYNFI3 Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/19/2005
Type .... Vol: Elev-Area
Name.... POND 10
Page '7.01
• File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw
Elevation Plani.meter. Area AIIA2Fsgr(Al*A2) Volume Volume Sum
(ft-)
----------- (sq. in) (sq. ft)
---------------------- (sq. ft:)
----------------- (ac-ft)
--------- (ac-ft)
----

19.00
----- 2690
0
.000 ---------
.000
20.00 ----- 3443 9176 .070 .070
21.00 ----- 4274 11.553 .088 .159
22.00 ----- 51.83 14164 .108 .267
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-ELI) * (Areal. + Area2 I sq.rt.(Area1*Area2))
where: ELI, EL2 = Lower and upper elevations of the .increment:
Areal,Area2 Areas computed for ELI, EL2, respectively
Volume Incremental volume between ELI and EL2
•
•
S/N: EITYXYWGYYNFD Malpass & Associates
PondPack (10.00.01.6.00) 3:36 PM 11/14/2005
Type.... Outlet Tnput Data
Name.... Outlet 1
Page 8.01
0 Fi1.e.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw
REQUESTED POND WS ELEVATLONS:
Min. Elev.= 19.00 ft
Increment = .08 ft
Max. Elev.= 22.00 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (Upstream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
<---> Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
Inlet Box RO ---> CO 20.500 22.000
Orif:.ice-Circular. 00 ---> CO 19.000 22.000
Culvert-Circular CO ---> TW 19.000 22.000
TW SETUP, DS Channel
•
•
S/N: EFYXYWGYYNFB
PondPack (1.0.00.016.00)
3:36 PM
Ma.ipass & Associates
11/1.4/2005
Type.... Outlet Input Data
Name.... Out l_et: 1
Page 8.02
0 Fi.le.... M:\liaestad\PorrdPack\11800-899\P809--Hudson\P809-HUDSON POND.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = RO
Structure Type = Inlet Box
------------------
tf of openings ------------------
]
]Invert Elev. = 20.50 ft
Orifice Area = 9.0000 sq.f.t
Orifice Coeff. _ .600
Weir_ Length = 8.00 ft
Weir. Coeff. _ .300
K, Reverse = .500
Mannings n = .0000
Kev,Char_ged Ri.ser = .000
Weir Submergence = No
0
•
Structure ID = 00
Structure Type = Orifice-Circular
------------------------------------
If of. Openings = 1
Invert Elev. = 19.00 ft.
Diameter = 2.00 in
Orifice Coeff. _ .600
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/19/2005
Type.... Outlet Input Data
Name.... Outlet 1
Page 8.03
is File.... M:\TlaesLad\PondPack\P800-899\POO9-Hudson\P809-HUDSON POND.ppw
OUTLET STRUCTURE INPUT DATA
•
Structure ID = CO
Structure Type =
-------------------- Culvert-Ci
------ rcular

No. Barrels ------
1. ------
Barrel Diameter = 15.00 in
Upstream Invert = 19.00 ft
Dnstream Invert = 19.00 ft
Hori.z. Length = 20.00 ft
Barrel Length = 20.00 ft
Barrel Slope = .00000 ft/ft
OUTLET CONTROL DATA ...
Marinings n = .0130
Ke = .2000 (forward entrance loss)
Kb = .023225 (per ft of full - flow)
Kr. _ .2000 (reverse entrance loss)
HW Convergence = .001 -r/- ft
INLET CONTROL DATA. ..
Equation form = I
Inlet Control K = .0045
I.nl.et Control M = 2.0000
Inlet Control c = .03170
Inlet Control Y = .6900
Tl ratio (11W/D) = 1.095
T2 ratio (HW/D) = 1.197
Slope Factor = -.500
Use unsubmerged inlet control Form 1. equ. below T1 elev.
Use submerged inlet control Form .1 equ, above T2 elev.
In tr.ans:i_tion zone between unsubmer.ged and submerged inlet control,
i.nterpol.at:e between flows at T1 & T2...
At Tl El-ev = 20.37 ft ---> Flow = 4.80 cfs
At T2 Elev = 20.50 ft ---> Flow = 5.49 cfs
Structure :I:D = TW
Structure Type = TW SETUP, DS Channel
-------------------------------------
FREE OUTFALL CONDI`PTONS SPECIFTED
E
CONVERGENCE TOLERANCES ...
Maxim um Iterations= 40
Min. TW tolerance = .01 ft
Max. TW tolerance = .01 ft
Min. HW tolerance = .01 ft
Max. HW tolerance = .01 ft
Min. Q tolerance = .00 cfs
Max. Q tolerance = .00 cfs
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Individual Outlet: Curves
Name.... Outlet 1.
Page 8.04
• File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw
RATING TABLE; FOR ONE OUTLET TYPE
Structure
----- 11) = RO (.Inlet Box)
-----
Upstream ---
ID -------
= ( ----------
Pond Water --------
Surface)
DNs tream ID = CO (Culvert-C ircular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Ch an. TW
Elev. Q IIW HGL DS HGL DS HGL Error Error TW Error
ft
-------- cfs
-------
- ft
-------
-- ft
----- ft +/-ft +/-cfs ft +/-ft

19.00
.00
... -
... -------
... ------ ------
... ... -----
Free -- -------
Outfall
WS below an invert.; no flow.
19.08 .00 ... ... ... ... Free Outfal.l.
WS below an invert; no flow.
19.17 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.25 .00 ... ... ... ... Free Outfal.1.
WS below an invert; no flow.
19.33 .00 ... ... ... ... Free Outfall
WS below an invert; no flow.
19.42 .00 ... ... ... ... ... Free Outfal..l_
WS below an .invert; no flow.
19.50 .00 ... ... ... ... ... Free Outfal.]

is
19.58
.00 WS below
... an invert;
... no flow.
...
... ...
Tree
Outfall
WS below an :i.nvert; no flow.
19.6'1 .00 ... ... ... ... ... Free Outfall
WS below an invert:; no flow.
19.'!5 .00 ... ... ... ... ... Free Outf.all
WS below an invert; no flow.
19.83 .00 ... ... ... ... ... Free OutfalL
WS below an invert; no flow.
19.92 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
20.00 .00 ... ... ... ... ... Free Outfa.l:l.
WS below an invert; no flow.
20.08 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
20.17 .00 ... ... ... ... Free Outfall.
WS below an invert:; no flow.
20.25 .00 ... ... ... ... ... Free Out-fall
WS below an invert; no flow.
20.33 .00 ... ... ... ... Free Outfall
WS below an invert; no flow.
20.42 .00 ... ... ... ... Free Outfall
WS below an invert; no flow.
E
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... Individual Outlet. Curves
Name.... Outlet 1
Page 8.05
0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw

•
RATING TABLE FOR ONE OUTLET TYPE.
Structure ID = RO (In.let Box )
------------------------------
Upstream ID = (Pond Water --------
Surface
)
D Nstr.eam ID = CO (Culvert-C ircular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Ch an. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft;
-------- cfs
-------- ft ft:
------- -------- ft
-
-- -/-ft: + /-cfs ft +/-ft

20.50
.00
... ... -
--
-
... ------ -
... -----
... -----
Free -- -------
Outfall
WS below an invert; no flow.
20.58 .06 20.58 Free 19.26 .000 .000 Free Outfall.
Weir: H =.08ft.
20.67 .16 20.67 Free 19.32 .000 .000 Free Outfal.l.
Weir.: H =.17ft
20.75 .30 20.75 Free 19.39 .000 .000 Free Outfall
Weir: If =.25ft
20,83 .46 20.83 Free 19.46 .000 .000 Free Outfal.l
Weir: H =.33ft
20.92 .65 20.92 Free 1.9.53 .000 .000 Free Outfa.ll
Weir: H =.42ft
21.00 .85 21.00 Free 19.59 .000 .000 Free Outfa.ll
Weir: H =.50ft
21.08 1.07 21.08 Free 19.66 .000 .000 Free Out_fal.l
Weir: H =.58ft
21.17 1.31 21.17 Free 19.72 .000 .000 Free Outfall
Weir: It =.67ft
21.25 1.56 21.25 Free 19.79 .000 .000 Free Outfall
Weir: 11 =.75ft
21.33 1.83 21.33 Free 19.85 .000 .000 Free Outfall.
Weir: 11 =.83ft
21.42 2.11. 21.42 Free 19.92 .000 .000 Free Outfal-1
Weir: H =.92ft:
21.50 2.40 21.50 Free 19.98 .000 .000 Free Outfall
Weir.: H =1.00ft
21.58 2.11 21.58 Free 20.05 .000 .000 Free Outfall
Weir: H =1.08ft
21.67 3.02 21.67 Free 20.12 .000 .000 Free Outfall.
Weir: H =1.17ft
21.'75 3.35 21.75 Free 20.19 .000 .000 Free Outfall.
Weir: H =1.25f.t
21.83 3.69 21.83 Free 20.26 .000 .000 Free Outfall
Weir: 11 =1.33ft
21.92 4.05 21.92 Free 20.33 .000 .000 Free Outfall
Weir: H =1.42ft
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... Tndivi-dual Outlet Curves
Name.... Out.l_eL 1
Page 8.06
0 File.... M:\Ilaestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure
-- TD = RO (Icilet Box)
-----------
Upstream ---------
ID = -------------------
(Pond Water Surface)
DNstream ID = CO (Culvert:-Circul.ar)
Pond WS. Device (into) Converge Next DS HGL Q SUM US Chan. TW
Elev. Q HW IIGL DS HGL DS HGL Error Error. TW Error
It
-------- cfs ft
-------- ------- ft
-------- ft +/-ft I/-cfs
------ ft +/-ft

22.00
4.41 22.00
Free -- ------ ------
20.40 .000 .000 ------- -------
Free Outfall
Weir: H = 1.50ft:

•
S/N: EE'YXYWGYYNF'B Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Individual Outlet Curves
Name.... Outlet 1.
Page 8.07
0 Fi1,e.... M:\Ilaestacl\PondPack\P800-899\P809-Iludson\P809-IIUDSON POND.ppw
RAPING TABLE FOR ONE OUTLET TYPE
0
•
Structure
-------- TD = 00 (Orifice-Circular)
--
Upstream ----------
ID = ( ----------
Pond Water --------
Surface
)
DNstream ID = CO (Culvert_-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Ch an. TW
Elev. Q IIW HGI, DS HG1, DS HGL Error Error 11W Error
ft cfs ft. ft ft +/-ft -t /-cfs ft +/-ft

19.00
.00
...
...
...
...
... - --
Free -- -------
Outfall
WS below an invert; no flow.
19.08 .01 19.08 19.06 19.06 .000 .000 Free Outfall
BACKWATER CONTROL.. Vh= .020f t hwDi= .063ft Lbw= Oft Hev= .OOft
19.17 .02 19.17 19.11 19.11. .000 .000 Free Outfall
11 =.06
19.25 .04 19.25 19.13 19.13 .000 .000 Free Outfall
11 =.12
19.33 .05 19.33 19.14 19.14 .000 .000 Free Outfall
ft =.19
19.42 .05 1.9.42 19.15 19.15 .000 .000 Free Outfall
ll =.26
19.50 .06 19.50 19.16 19.16 .000 .000 Free Outfall
H =.34
19.58 .07 19.58 19.17 19.1'7 .000 .000 Free Out:fal.l
It =.42
19.67 .0'7 19.67 19. 1.7 19.17 .000 .000 Free Outfall_
H =.49
19.75 .08 19.75 19.18 19.1.8 .000 .000 Free Outfalll
H =.57
19.83 .08 19.83 19.19 19.19 .000 .000 Free Outfall
11 =. 65
19.92 .09 19.92 19.19 19.19 .000 .000 Free Outfall
H =.73
20.00 .09 20.00 19.1.9 1-9.19 .000 .000 free Outfalll.
Il =. 81
20.08 .10 20.08 19.20 19.20 .000 .000 Free Out-fall
11 =.88
20.17 .10 20.17 19.20 19.21 .003 .000 Free Outfall
It =.96
20.25 .11. 20.25 19.21 19.21 .000 .000 Free Out-fall
li =1.04
20.33 .11 20.33 19.21 19.21 .003 .000 Free OUtfall-
H =1..12
20.42 .12 20.42 19.21 19.22 .003 .000 Free Outfall
H =1.20
SIN: EP'YXYWGYYNFB
PondPack (10.00.016.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 8.08
0 F11.e.... M:\Ilaestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw
RATING TABLE FOR ONE OUTLET TYPE
•

Structure 11)
-----
-
- = 00 (Orifice-Circular)
-
-
------
Upstream ID -----
= -------------------
(Pond Water Surface)
DNstream ID = CO (Cul.vert- Circular)
Pond WS. Device (into) Con verge Next: DS HGL Q SUM DS Ch an. Tw
Elev. Q HW 11G1, DS FILL DS HGL, Error. Error. TW Error
ft
-------- cfs
-------
- ft
------- --- ft
---- ft +/-ft + /-cfs ft +/-ft

20.50
.12
20.50 -
1.9.22 -------
19.22 ------ -
.000 -----
.000 -----
Free -- -------
Outfall
H
20.58 .12 20.58 19.26 .19.26 .000 .000 Free Outfall
H =1.32
20.67 .12 20.67 19.32 19.32 .000 .000 Free Outfall
H =1.39
20.75 .12 20.75 19.39 19.39 .000 .000 Free Outfall
H =1.36
20.83 .12 20.83 19.46 19.46 .000 .000 Free Outfall
H =1.37
20.92 .12 20.92 19.53 :19.53 .000 .000 Free Outfall
11 L.39
21.00 .12 21.00 19.59 19.59 .000 .000 Free Outfall
H =1.41.
21.08 .13 21.08 19.66 19.66 .000 .000 Free Outfall
H =1.93
21.17 .13 21.1'] 19.72 19.72 .000 .000 Free Outfall
H =1.44
21.25 .13 21.25 19.79 19.79 .000 .000 Free Outfal.l.
li =L.46
21.33 .13 21.33 19.85 19.85 .000 .000 Free Outfall.
11 =1.48
21.42 .1.3 21.42. 19.92 19.92 .000 .000 Free Outfall.
H =1.50
21.50 .13 21.50 19.98 19.98 .000 .000 Free Outfall
H =1.52
21.58 .13 21.58 20.05 20.05 .000 .000 Free Outfall
H =1.53
21.67 .13 21.67 20.12 20.12 .000 .000 Free Out.Eall.
11 =1.55
21.75 .13 21.75 20.19 20.19 .000 .000 Free Outfall
H =1.56
21.83 .13 21.83 20.26 20.26 .000 .000 Free Outfall
H =1.58
21.92 .13 21.92 20.33 20.33 .000 .000 Free Outfall
If =1.59
S/N: EFYXYWGYYNFB
PondPack (10.00.01.6.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... Individual Outlet Curves
Name.... Outlet I
Page 8.09
• Fil.e.... M:\Haestad\PondPack\P800-E399\P809-Hudson\PB09-IIUIDSON POND.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure
--------- ID = 00
- (Or.if.i.ce-Circular)
-
Upstream --------
1'D = --------------------
(Pond Water Surface)
DNstream ID == CO (Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. `I'W
Elev. Q HW HGL DS I1GI, DS HGL Error Error TW Error
ft
-------- CIS ft
-------- ------- ft
---
- ft -1/-ft +/-cfs ft 4-/-ft

22.00
.13 22.00 -
---
20.40 ------- ------ ------
20.40 .000 .000 ------- -------
Free Outf.all
H =1.60

E
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Individual OuLleL Curves
Name.... Outlet 1
Page £3.10
File.... M:AHaestad\PondPack\P800-899\11809-Hudson\P809-HUDSON POND.ppw
RATING TABLE FOR ONN' OUTLET TYPE
SLr_uct:ure ID = CO (Culvert:-Ci.r-cular)
----------------------------------------
Manni.ngs open channel max.i.mum Capacity: .00 CIS
Upstream I.D's= R0, 00
DNstream ID -'1'W (Pond Outfall.)
Pond WS.
El.ev.
It
19.00
19.08
19.17
19. 25
1-9. 33
19.42
19.50
19.58
19.67
19.'15
19.83
19.92
20.00
20.08
20.17
20.25
20.33
20.42
•
Devi-ce (into) Converge
Q 11W l1GT1 DS HG[,
cfs fL Et.
nn
NexL
DS IIGL
ft
WS below an invert; no flow.
DS l1GL Q SUM
Error Error
.1 /-ft +/-cfs
------ ------
.01 1.9.06 Free Free
BACKWATER CONTROL.. Vh= .001ft
.03 19.11 Free Free
BACKWATER CON'T'ROL.. Vh= .004f(--
.04 19.13 Free Free
BACKWATER CONTROL.. Vh= .005ft
.05 19.14 Free Free
BACKWATER CONTROL.. Vh= .007ft
.05 19.15 Free Free
BACKWATER CONTROL.. Vh= .007ft
.06 19.1.6 Free Free
BACKWA'T'ER C:ON'T'ROL.. Vh= .008ft
.0'/ 1-9.11 Free Free
BACKWATER CONTROL.. Vh= .009ft
.07 19.17 Free Free
BACKWATER CONTROL.. Vh= .009ft
.08 19.18 Free Free
BACKWATER CONTROL.. Vh= .010ft
.08 19.19 Free Free
BACKWATER CONTROL.. Vh= .010ft
.09 19.19 Free Free
BACKWATER CON'T'ROL.. Vli= .Ollf.t
.09 19.19 Free Free
BACKWATER CONTROL.. Vh= .Ollf_t
.10 19.20 Free Free
BACKWATER CON`T'ROL.. Vh= .012ft
.10 19.21 Free Free
BACKWATER CONTROL.. Vli= .012f.t
.L.1 19.21 Free Free
BACKWATER CONTROL.. Vh= .012ft
.11 19.21. Free Free
BACKWATER CON'TROL.. Vh= .013ft.
.11 19.22 Free Free
BACKWATER CONTROL.. Vh= . 013 f t
.000 .000
hwDi= .062ft
.000 .001
hWDL= .106f1
.000 .000
hwDi= .122ft
.000 .001
hwDi= .134ft
.000 .000
hwDi= .144ft
.000 .001
hwDi= .151ft
.000 .001
hwDi= .158ft
.000 .000
hwDi= .164ft
.000 .001
hwDi_= .1.68ft
.000 .000
hwDi= .174ft
.000 .000
hwDi= .178ft
.000 .000
hwDi= .181f1
.000 .001.
hWD-I= .185ft
.000 .001
hwDi_= .188ft
.000 .000
hwDi.= .192ft
.000 .001
hwDi= .194ft
.000 .001
hwDi= .197ft.
DS Chan. TW
TW Error
It +/-ft
------- -------
Free Out:fal..l
Free Outfal.l
Lbw= 20.Oft Hev= .00ft
Free Outfal.l
L,bw= 20.Oft llev= .00ft
Free OuLfa.ll
Lbw= 20.OfC llev== .OOft
Free Outfall
Lbw= 20.0ft Iiev= .(loft
Free Out-fall
Lbw= 20.Of.t- Hev= .00ft
Free Outfall.
Lbw= 20.Oft Hev= .00ft
Free Outfal.l.
Lbw= 20.Oft Hev= .00f[--
Free Outfall
Lbw= 20.Of.t llev= .00ft
Free Oulfal.l
Lbw= 20.0ft Ilev= .00ft
Free Out:fal.l
Lbw= 20.Of1 Hev= .OOfl
Free Out.fa 11
Lbw= 20.Oft Hev- .OOft.
Free OuLfall
Lbw= 20.Oft Hev= .OOft
Free Outfall
Lbw= 20.Oft Hev= .OOfI:
Free Outf.all
Lbw= 20.Oft llev= .00ft
Free Outfall
Lbw= 20.Oft Hev= .00ft
Free Outfall.
Lbw= 20.0f1 Hev= .OOft
Free Outfa.lI
Lbw= 20.Oft Iiev= .00ft
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (1.0.00.016.00) 3:36 PM 11/14/2005
•
Type.... Individual Outlet Curves
Name.... Out.l-et 1
Page 8.11
Fi.Ie.... M:\Haest-ad\PondPack\P800-899\P809-Hridson\P809-HUDSON POND.ppw
RATING; TABLE FOR ONE OUTI,ET TYPE
Structure ID = CO (Culvert-Circular)
--------------------------------------
Mannings open channel maximum capacity: .00 cfs
Upstream ID's= R0, 00
DNstreanl ID = TW (Pond Outfall-)

E
Pond WS
Elev.
It
20.50
20.58
2 0. 6'7
20.75
20.83
20.92
21.00
21.08
21.17
21.25
21.33
21.42
21.50
21.58
21.67
21.75
21.83
21.92
Device (into) Converge
Q HW HGL DS HGI,
cfs It It
------- ------- --------
.12 19.22 Free
BACKWATER CON'T'ROL..
.18 19.26 Free
BACKWATER CONTROL..
.29 19.32 Free
BACKWATER CONTROL.
.42 19.39 Free
1ACKWATER CONTROL..
.58 1.9.46 Free
BACKWATER CONTROL..
.7'7 19.53 Free
BACKWATER CON'T'ROL..
.97 19.59 Free
BACKWATER CONTROL..
1.19 19.66 Free
BACKWATER CONTROL,..
1.43 19.72 Free
BACKWATER CONTROL..
1.69 19.79 Free
BACKWATER CONTROL..
1.95 19.85 Free
BACKWATER CONTROL,..
2.23 19.92 Free
BACKWATER CONTROL..
2.53 19.98 Free
1ACKWATER CONTROL.
2.84 20.05 Free
BACKWATER CONTROL..
3.:L5 20.12 Free
BACKWATER CONTROL..
3.48 20.19 Free
BACKWATER CONTROL..
3.83 20.26 Free
BACKWATER CON'T'ROL..
4.18 20.33 Free
BACKWATER CONTROL..
Next
DS HGI,
ft
Free
Vh= .014f
Free
Vh= .018f
Free,
Vh= .026f
Free
Vh= .0351
free
Vh= .044f
Free
Vh- .055f
Free
VI r= .065f
Free
Vh= .076f
Free
Vh= .087f
Free
VIA= .099f
Free
Vh= .110f
Free
Vh= .124f
Free
Vh= .137f
Free
Vh= .151f
Free
Vh= .165f
Free
Vh= .181f
Free
Vh= .1.98f
Free
Vh= .21.7f
DS 11GL, Q SUM DS Chan. I'W
Error Error 111W Error
+/-f.L 1-/-cfs It 1/-ft
------ ------ ------- -------
.000 .001 Free Outf_al-1
t hwDi= .200ft Lbw= 20.Oft Hev= .00ft
.000 .000 Free Outfall
t hwDi= .239ft l,bw= 20.Oft Hev= .00ft
.000 .000 Free Outfall
t hwDi= .294ft Lbw= 20.Oft Hev= .00ft
.000 .000 Free Outfall
t hwDi= .350ft: Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwDi= .405ft Lbw= 20.Oft Hev= .00ft
.000 .000 Free Outfall
t hwDi= .461ft Lbw= 20.Oft Hev= .00ft
.000 .000 Free Outfall
t hwDi= .514fL Lbw= MOIL Hev= .00ft
.000 .000 Free Outfall
t hwDi= .566ft Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwDi= .618ft Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwDi= .669ft Lbw= 20.Oft Hev= .00ft
.000 .002 free Outfall.
t hwDi= .71.9ft ].Lbw= 20.Oft Hev= .00ft
.000 .002 Free Outfall
t hwDi= .769ft lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t: hwDi.= .820ft Lbw= 20.Oft Hev= .00ft
.000 .000 Free Outfall
t hwDi= .869ft Lbw= 20.Oft Llev= .00ft
.000 .002 Free Outfall
t hwDi= .919ft ].,bw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwDi-= .968f.t I,bw= 20.Oft Hev= .00ft
.000 .000 Free Outf.all
t hwDi= 1.018ft Lbw= 20.Oft Hev= .00ft
.000 .000 Free Outfall
t hwDi.= 1.068ft L,bw= 20.Oft Hev= .00ft
S/N: EL'YXYWGYYNFB
PondPack (1-0.00.016.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... individual. Outlet Curves
Name.... Outlet 1
Page 8.12
0 Fil.e.... M:\Ilaestad\PondPack\P800-899\P809-fludson\P809-HUDSON POND.ppw
RATING TABLE FOR ONE OUTI.FT TYPE
Structure ID = CO (Culvert-Circular)
-------------------
Manni.ngs open chann -------------------
el maximum capacity:
.00 cfs
Upstream ID's= R0, 00
DNstream ID = TW (Pond Outfall.)
Pond WS. Device (into) Converge Next DS HGI, Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS 11G]-, Error E rror TW Error
ft
-------- cfs
------- It ft
- ---- 1_t A/-ft -I/ - cfs f t -I/-ft

22.00
4.54 --- --------
20.40 Free ------- ------ --
Free .000 ---- --
.003 F -----
ree Ou -------
tfall
BACKWATER CONTROL. . Vh= .239ft hwDi.=- 1.117ft I,bw= 20.Of_t Hev= .OOft
i
•
S/N: I,I,'YXYWGYYNFB Ma.l.pass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005

Type.... Composite Rating Curve
Name.... Outlet 1
Page 8.13
***** COMPOSITE OUTFLOW SUMMARY ****
0

WS Elev, Total Q Notes
-------- -------- ------ -- Converge
Elev. Q TW El ev Error
fL
-------- cf.s
------- ft
----- I/-ft, Contributin g Structures

19.00
.00 -
Free --- ----- -
Outfal_l ------------
(no Q: RO, --
OO ------------
,CO)
19.08 .01 Free Out.f.al.l. 00,C0 (no Q: RO)
19.17 .03 Free Out-fa II o0,C0 (no Q: RO)
19.25 .04 Free Outfal_l 00,C0 (no Q: RO)
19.33 .05 Free Outfall. OO,CO (no Q: RO)
19.42 .05 Free Outfall 00,00 (no Q: RO)
19.50 .06 Free Outfa.l.i OO,CO (no Q: RO)
19.58 .07 Free Outf.al.l OO,CO (no Q: RO)
19.67 .07 Free Outfall 00,C0 (no Q: RO)
19.75 .08 Free Outfa.ll. OO,CO (no Q: RO)
19.83 .08 Free OutfalI o0, C0 (no Q: RO)
19.92 .09 Free Outfalt 00,CO (no Q: RO)
20.00 .09 Free Outfal-l- OO,CO (no Q: RO)
20.08 .1.0 Free Outf.all. OO,CO (no Q: RO)
20.17 .10 Free Outf.al..l OO,CO (no Q: RO)
20.25 .11 Free Outfall OO,CO (no Q: RO)
20.33 .11 Free Outfall. OO,CO (no Q: RO)
20.42 .11 Free Outfall OO,CO (no Q: RO)
20.50 .12 Free Outfall 00,C0 (no Q: RO)
20.58 .18 Free Outfall_ RO,OO,CO
20.67 .29 Free Outfall RO,OO,CO
20.75 .42 Free Out-fall RO,00,CO
20.83 .58 Free Outfa.l.l RO,00,C0
20.92 ."77 Free Out-fall. RO,OO,CO
21.00 .97 Free Out fall RO,00,C0
21.08 1.19 Free Outfall RO,OO,CO
21.17 1.43 Free Outfa.Ll RO,OO,CO
21.25 1.69 Free Outfal.I RO,OO,CO
21.33 1.95 Free Out_fal_l RO,00,CO
21.42 2.23 Free Out-fall RO,00,CO
21.50 2.53 Free Outfal1. R0,00,C0
21.58 2.84 Free Outfall RO,OO,CO
21.67 3.15 Free Out-fall R0,O0rC0
21.75 3.48 Free Outfall- R0,00,C0
21.83 3.83 Free Outfall RO,00,C0
21.92 4.18 Free Outfall. R0,00,C0
22.00 4.54 Free Outfall RO,OO,CO
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:36 PM
Mal.pass & Associates
1.1/14/2005
Type.... Pond E-V-Q Table Page 9.01
Name.... POND 10
F.i-le.... M:\Ilaestad\Pon(iPack\P800-899\P809-fludson\P809-IIUDSON POND.ppw
•
LEVEL POOL ROUTING DATA
1lYG Dir = M:\Iiaestad\PondPack\P800-899\P809-Iludson\
Inflow HYG file = NONE STORED - POND 10 IN 1
Outflow HYG file = NONE STORED - POND 1.0 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = Outlet 1
No Infiltration
INITIAL, CONDITIONS
Starting WS E.lev = 19.00 ft
Starting Volume = .000 ac- ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
V.rne Increment = .0500 1) rs
Elevation Outflow Storage Area Infilt. Q Total 2S/t -r o
ft
------------ cfs
------------- ac-ft
----------
--- sq.ft
-- cfs cfs cfs

1.9.00
.00
,000 ------
2690 -----------
.00 ------------
.00 ----------
.00
19.08 .01- .005 2749 .00 .01. 2.52
19.11
1.9.25 03
.04 011,
.016 2809
2870 .00
.00 03
.04 5.12
7.76
19.33 .05 .021 2931- .00 .05 10.45
19.42 .05 .021 2992 .00 .05 1.3.20
19.50 .06 .033 3055 .00 .06 1.6.01
19.58 .07 .039 3118 .00 .07 18.87
19.67 .045 31.82 .00 .07 21.79
1-9.75 .08 .051 3246 .00 .08 24.78
19.83 .08 .057 3311 .00 .08 27.82
19.92 .09 .064 33'17 .00 .09 30.92
20.00 .09 .070 3443 .00 .09 34.08
20.08 .10 .077 3509 .00 .1.0 31.30
20.17 .1.0 .084 3575 .00 .10 40.59
20.25 .11 .091 3642 .00 .11 43.93
20.33 .11 .098 3710 .00 .11 47.34
20.42 .1.1 .105 3778 .00 .11 50.81
20.50 .7.2 .11.2 3847 .00 .1.2 54.34
20.58 .18 .119 3917 .00 .1-8 58.00
0
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Pond E-V-Q Table Page 9.02
Name.... POND 10
Fi.Le.... M:\Haestad\PondPack\P800-899\P809-lludson\P809-HUDSON POND.ppw
•
LEVEL. POOL ROUTING DATA
HYG D.ir. = M: \Haestad\Pondl?acl<\P800-899\P£309-lludson\
Tnflow IIYG fiLe = NONE STORED - POND 10 TN 1
Outflow HYG file = NONE; STORED - POND 1.0 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 1.0
Pond Outlet Data = Outlet 1
No Infiltration
INITIAL CONDITIONS
Starting WS Elev 19.00 ft
Starting Volume = .000 ac- ft
Starting Outfl.ow = .00 cfs
Starting TnfLltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Inc rement = .0500 h.rs
E1_evation Out. flow Storage Area Infilt. Q Total 2S/t 1 O
ft
------------- cf.s
--------------- ac-ft
------------
--- sq.ft:
---- cfs cfs cfs

20.6'7
.29
.1.2'1 ----
3987 -----------
.00 ------------
.29 ----------
61.'77
20.75 ,42 .1.35 4058 .00 .42 65.63
• 20.83
20.92 .58
.77 .143
.151 4129
4201. .00
.00 .58
.77 69.58
'13.62
21.00 .97 .159 4274 .00 .97 7'7,'75
21.08 1.19 .167 4346 .00 1.19 81.96
21.17 1.43 L75 4419 .00 1.43 86.26
21.25 1.69 .184 4493 .00 1.69 90.64
21.33 1.95 .192 4567 .00 1.95 95.10
21.42 2.23 .201 4642 .00 2.23 99.64
21.50 2.53 .210 471.8 .00 2.53 1.04.27
21.58 2.84 .219 4'/94 .00 2.84 108.98
21.6'/ 3.15 .229 4870 .00 3.15 1.13.77
21.75 3.48 .238 4948 .00 3.48 1.18.65
21.83 3.83 .247 5025 .00 3.83 123.61
21.92 4.18 .257 51.04 .00 4.18 128.65
22.00 4.54 .267 5183 .00 4.54 133.77
is
SIN: NVYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type .... Node: Pond Inflow Sununary Page 9.03
Name.... POND 10 IN Event: :l yr
E'ile.... M:AHaestad\PondPack\11800-899\P809-I1udson\P809-HUDSON POND.ppw
Storm... 1 'l'ag: 1
SUMMARY FOR IIYDROGRAPII ADDITION
at Node: POND 10 IN
HYG Di-rectory: M:\Ilaestad\PondPack\1?800-899\P809-Hudson\
Upstream Link ID Upstream Node :ID IIYG file I-IYG ID HYG tag
--------------------------------------------------------------------------
WARNING: Missed peak when adding hydrograph...
ADDLINK 10 IIYD QUEUE 10 1-year 24-hr 1
I NE'I,OWS TO: POND 10 IN
---------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID IIYG tag ac-ft hrs cfs
---------------------------------------------- ---------------------------------
1-year 24-hr' 1 .392 .5833 5.58
TOTAL F,[,OW INTO: POND 10 1-N
----------------------------------------- Volume Peak Time Peak Flow
IIYG file HYG ID HYG tag ac-ft hrs cfs
---------------------------------------------------------------------------
POND 10 IN 1 .392 .6000 5.57

•
SIN: EE'YXYWGYYNF'B Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 1.1/1.4/2005
Type.... Node: Pond :Inflow Summary Page 9.04
Name.... POND 10 IN Event: 1 yr
Fi.Ie.... M:AHae3tad\PondPack\P800-899\P809-Hudson\P809-HODSON POND.ppw
Storm... I Tag: 1.
TOTAL NODE INFLOW...
HYG file =
HYG ID POND 10 IN
IIYG Tag = 1
----------------------

Peak Discharge = -------------
5.57 cfs
Time to Peak = .6000 hr_s
HYG Volume =
----------------------- .392 ac-ft
-------------
HYDROGRAPH ORDINATES (cfs)
•
•
Time I Output Time increment = .0500 firs
hrs
---------1- Time on
----------- left represents
---- Lime for first value in each row.
.0000 .00 .15 .39 .81 1.37
.2500 1 1.99 2.70 3.39 4.06 4.62
.5000 5.I4 5.40 5.57 5.54 5.32
.7500 5.00 4.45 4.00 3.74 3.40
1.0000 I 3.02 2.70 2.40 2.15 1.92
1.2500 1.70 1.52 1.35 1.21 1.08
1.5000 .95 .85 .76 .68 .61
1..7`i0O .54 .48 .43 .38 .34
2.0000 I .30 .27 .24 .22 .19
2.2500 1 .17 .15 .14 .1.2 .11
2.5000 1 .10 .09 .08 .06 .06
2.7500 .05 .04 .04 .04 .04
3.0000 .03 .02 .02 .02 .02
3.2500 .02 .01 .01 .01 .01
3.5000 1 .01. .01 .01. .01. .01
3.7500 1 .01 .00 .00
SIN: EWYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Pond Routing Summary Page 9.05
Name.... POND 10 OUT Tag: 1. Event: 1 yr
File.... M:AHaestad\PondPack\P800-899\11809-Hudson\P809-HUDSON POND.ppw
• Storm... 1 Tag: 1_
LEVEL POOL ROUTING SUMMARY
HYG Dir = M:\Haestad\PondPack\11800-899\P809-lludsori\
Infl.ow HYG file = NONE: STORED - POND 10 IN 1.
Outflow HYG file = NONE STORED - POND 10 OUT I
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data Outlet 1.
No Infilt:]atiOrr
INITIAL CONDITIONS
Starting WS Elev _ 19.00 ft
Starting Vol.ume = .000 ac-ft-
Starting Outflow = .00 cfs
Starting Infil.tr_. _ .00 cfs
Starting Total Qout= .00 cfs
Time increment. _ .0500 hrs
INFLOW /OUTFLOW HYDROGRAPH SUMMARY
Peak 1:nfl.ow = 5.57 cfs at, .6000 hrs
• Peak Oul.flow =
----------------------- 2.78
-------- cfs at 1.0500 hrs
------------------------
Peak Elevation = 21.57 ft
Peak Storage _ .21.8 ac--ft.
MASS BALANCE; (a(,,-ft)
---------------------
--
+ _Initial Vol. _ -----
.000
i HYG Vol IN = .392
- Infil.tration .000
- HYG Vol OUT = .390
- Retained Vol_ _ .002
Unrouted Vol =- -.000 ac-ft
•
(.004% of. Inflow Volume)
S/N: EFYXYWGYYNFH Ma.lpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/19/2005
•
Type.... Pond Routed IIYG (total out:) Page 9.06
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:AHaestad\PondPack\P800-899\P809-11udson\P809-IIUDSON POND.ppw
Storm... 1 Tag: 1
POND ROUTED TOTAL OUTFLOW HYG...
IIYG f i.l.e =
HYG ID = POND 10 OUT
IIYG Tag = 1
-----------------------------------
Peak Discharge = 2.78 cf.s
Time to Peak 1.0500 hr_s
IIYG Volume = .390 ac-ft
--------------------------------------
E
E
HYDROGRAPH ORDINATES (cfs)
Time Output-- Time increment = .0500 hrs
hrs
---------- - Time on
----------- left represents
--------- time for first value in each row.

.0000 1
.00 ------
.00 -----------
.00 -------------
.00 -------------
.02
.2500 I .03 .05 .01 .08 .09
.5000 I .I1 .12 .38 .83 1.31
.7500 ( L.'15 2.11 2.38 2.57 2.70
1.0000 I 2.77 2.78 2.75 2.69 2.60
1.2500 I 2.50 2.39 2.26 2.14 2.02
1.5000 1 1.89 1.78 1.66 1.55 1.45
1.1500 1 1.35 1.26 1.17 1.09 1.01
2.0000 1 .94 .88 .82 .'/6 .71
2.2500 .66 .61 .57 .54 .50
2.5000 1 .47 .44 .41 .39 .36
2 .7500 1 .34 .32 .30 .28 .2'1
3.0000 1 .26 .24 .23 .22 .21
3.2500 .20 .19 .18 .1'/ .17
3.5000 I .1.6 .16 .15 .15 .14
3.7500 ( .14 .13 .13 .13 .12
4.0000 1 .12 .1.2 ,12 .:L2 .12
4.2500 1 .12 .12 .12 ,12 ,12
4.5000 1 .12 .12 .12 .12 .11
4.7500 I .1.1 .11 .11. .1.1 .11
5.0000 I .11 11 .11 .11 .11.
5.2500 I IA 1.1 .11 .11 .11
5.5000 .11 .11 .11 .11 .11_
5.7500 1 .11 .11 ,1.1 .1.1 .11.
6.0000 1 11. 11 .1.1 .11 .1.1
6.2500 .11 Ll .11. 11 .1.1
6.5000 1 .1.1 .1.1 .11 .10 .10
6.7500 1 .10 .10 .10 .10 .10
7.0000 1 .10 .10 ,1(l .1.0 10
7.2500 1 .10 .10 .10 L0 .1.0
1.5000 .10 .10 .10 ,1.0 .1.0
SIN: EI?YXYWGYYN[B
PondPack (10.00.016.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... Pond Routed HYG (tot--al out) Page 9.0'7
Name.... POND 1.0 OUT Tag: 1 Event: 1. yr
File.... M:\Flaestad\PondPack\P800-899\P809-lludson\P809-II[1DSON POND.ppw
• Storm... 1 Tag: 1
0
0
HYDROGRAPH ORDMATES (cfs)
Time Output Time increment = .0500 hrs
hrs I
----------- - Time on
----------- left represent
-------------- s time for
- first= value in each row.

7.7500
.1.0
.10 ---------
.10 --------------------
.10 ------
.10
8.0000 .10 .10 .10 .10 .10
8.2500 .10 .1.0 .10 .10 .10
8.5000 .10 .09 .09 .09 .09
8.7500 .09 .09 .09 .09 .09
9.0000 .09 .09 .09 .09 .09
9.2500 .09 .09 .09 .09 .09
9.5000 I .09 .09 .09 .09 .09
9.'7500 .09 .09 .09 .09 .09
1.0.0000 .09 .09 .09 .09 .09
10.2500 .09 .09 .08 .08 .08
7.0.5000 08 .08 .08 .08 .08
10.7500 .08 .08 .08 .08 .08
11..0000 .08 .08 .08 .08 .08
11.2500 .08 .08 .08 .08 .08
11 ..-)000 I .08 .08 .08 .08 .08
1.1."1500 I .08 .08 .08 .08 .08
12.0000 I .08 .08 .08 .0'7 .07
12.2500 I .0'1 .07 .07 O/ .07
12.5000 I .07 07 .07 .0`1 .07
12.7500 I .07 .07 .07 .07 .07
-13.0000 .07 .07 .07 .07 .07
13.2500 I .01 .07 .07 .07 .07
13.5000 I .07 .07 .07 .07 .07
13.1500 ( .07 .07 .06 .06 .06
14.0000 I .06 .06 .06 .06 .06
14.2500 ( .06 .06 .06 .06 .06
14.5000 I .06 .06 .06 .06 .06
14.'7500 I .06 .06 .06 .06 .06
15.0000 I .06 .06 .06 .06 .06
15.2500 .06 .06 .06 .06 .06
1.5.5000 .06 .06 .06 .05 .05
1.5.7500 .05 .05 .05 .05 .05
16.0000 .05 .05 .05 .05 .05
16.2500 AS .05 .05 .05 .05
16.5000 .05 .05 .05 .05 .05
16.7500 I .05 .05 .05 .05 .05
1_'7.0000 I .05 .05 .05 .05 .05
1.7.2500 I .04 .04 .04 .04 .04
1.7.5000 .04 .04 .04 .04 .04
17.7500 .04 .04 .04 .04 .04
18.0000 04 .04 .04 .04 .04
18 .2500 04 .04 .04 .04 .04
18.5000 04 .04 .04 .04 .04
18.1500 04 .04 .04 .04 .04
SIN: FJ'YXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Pond Routed HYG (total out) Page 9.08
Name.... POND 10 OUT Tag: 1 Event.: 1 yr
Eil.e.... M:\Flaestad\PondPack\P800-899\P809-lludson\13809-IIUDSON POND.ppw
Storm... I Tag: 1.
•
1
L J
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs
--------- I - Ti.me on
---- .left represent
----------- s time for
-- first value in each row.

19.0000
.04
.03 ------
.03 -------
.03
.03
19.2500 .03 .03 .03 .03 .03
1.9.5000 .03 .03 .03 .03 .03
19.7500 I .03 .03 .03 .03 .03
20.0000 .03 .03 .03 .03 .03
20.2500 .03 .03 .03 .03 .03
20.5000 I .03 .03 .03 .03 .03
20.7500 .03 .03 .03 .03 .03
21.0000 I .03 .03 .02 .02 .02
21.2500 .02 .02 .02 .02 .02
21.5000 .02 .02 .02 .02 .02
21.7500 I .02 .02 .02 .02 .02
22.0000 .02 .02 .02 .02 .02
22.2500 .02 .02 .02 .02 .02
22.5000 .02 .02 .02 .02 .02
22.7500 .02 .0L .01 .01 .01.
23.0000 .01. .01 .01 .01 .01.
23.2500 I .01 .01 .01 .01 .01
23.5000 I .01 .01 .01 .01 .01
23.7500 I .01 .01 .01 .01 .01
24.0000 I .01 .01 ..01 .01 .01
24.2500 I .01 .01 .01 .01. .01
24.5000 I .01 .01 .01. .01. .01
24.'7500 I .01 .01 .01 .01 .01
25.0000 I .01 .01 .01 .01 .01
25.2500 I .01 .01 .01 .01 .01.
25.5000 I .01 .01 .01 .01 .01
25•'7500 .01 .01 .01 .01 .01
26.0000 I .01. .01 .01 .01 .01.
26.2500 I .01 .01 .01 .01. .01
26.5000 I .01. .01 .01 .01. .01
26.7500 .01 .01. .01 .01 .01
27.0000 .01 .01 .01 .01 .01-
2'1.2500 .01. .01 .01 .01 .01
27.5000 .01 .01 .01 .01 .01
2'7.7500 .01 .01 .01 .01 .01
28.0000 .01 .01 .01 .01 .01
28.2500 .00 .00 .00 .00 .00
28.5000 .00 .00 .00 .00 .00
28.7500 .00 .00 .00 .00 .00
29.0000 I .00 .00 .00 .00 .00
29.2500 I .00 .00 .00 .00 .00
29.5000 I .00 .00 .00 .00 .00
29.7500 I .00 .00 .00 .00 .00
30.0000 .00 .00 .00 .00 .00
SIN: EFYXYWGYYNFI3 Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11./1.4/2005
•
Type.... Pond Routed HYG (total out) Page 9.09
Name.... POND 10 OUT Tag: 1 Event: 1. yr
Fi.l.e.... M:\Ilaestad\PondPack\11800-899\P809-f]udsori\P809-HUDSON POND.ppw
St:orm... 1 Tag: 1
HYDROGRAPII ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hr-s
---- ----- Time on
----------- left represents
----- time for first value in each row.
30.2500 .00 .00 .00 .00 .00
30.5000 1 .00 .00 .00 .00 .00
30.7500 .00 .00 .00 .00 .00
31.0000 1 .00 .00 .00 .00 .00
31.2500 I .00 .00 .00 .00 .00
31.5000 I .00 .00 .00 .00 .00
31.7500 I .00 .00 .00 .00 .00
32.0000 .00 .00 .00 .00 .00
32.2500 .00 .00 .00 .00 .00
32.5000 1 .00 .00 .00 .00 .00
32.7500 .00 .00 .00 .00 .00
33.0000 .00 .00 .00 .00
•
•
SIN: P;IYYXYWGYYNF'B
PondPack (10.00.016.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... Diverted Hydrograph Page 9.10
Name.... ROUTE 10 Event: 1 yr
Fi_Ie.... M:\Ilaestad\PoridPack\P800-899\P809-Iludsori\P809-HUDSON POND.ppw
Storm ... 1 Tag: 1
DIVERTED HYDROGRAPH...
HYG file =
11YG ID = ROUTE 10
11YG Tag = 1
-----------------------------------
Peak Discharge = 2.78 cfs
Time to Peak = 1.0500 hr.s
11YG Volume = .390 ac-ft
------------------------------------
HYDROGRAPH ORDINATES (cfs)
11
•
Time Output; Time increment = .0500 hr.s
hrs
---------- Time on
----------- left represents
-------- time for first: value in each row.
.0500 1 .00 .00 .00 .02 .03
.3000 .05 .07 .08 .09 .11
.5500 .12 .38 .83 1.31 1.75
.8000 2.11 2.38 2.57 2.70 2.7'1
1.0500 2.78 2.75 2.69 2.60 2.50
1.3000 2.39 2.26 2.14 2.02 1.89
1.5500 1 1.78 1.66 1.55 1.45 1.35
1.8000 1 1.26 1.17 1.09 1.01 .94
2.0500 1 .88 .82 .76 .71 .66
2.3000 1 .61 .57 .54 .50 .47
2.5500 .44 .41 .39 .36 .34
2.8000 .32 .30 .28 .27 .26
3.0500 I .24 .23 .22 .21 .20
3.3000 I .19 .1.8 .17 .17 .16
3.5500 I .16 .15 .15 .14 .1.4
3.8000 I .1.3 .13 .13 .12 .12
4.0500 I .12 .12 .12 .12 .12
4.3000 1 .12 .12 .12 .12 .12
4.5500 1 .1.2 .1.2 .12 .1:I. ]. 7.
4.8000 1 11 .1.1 .1.1 .1] 11
5.0500 1 IT .1.1 .11. 11 .11.
5.3000 11 .11
5.5500 I .11 .11 .11 .11 1.l
5.8000 I .1.1 .11 .1.1 .7.1 .1.]
6.0500 .11 .1.1 .11 .11 .11
6.3000 I .11 .1.1_
6.5500 I .11. .11 .10 .10 .10
6.8000 I .10 .10 .10 .10 .10
7.0500 I .10 .10 .10 .10 .10
7.3000 I .10 .10 .10 .10 .10
7.5500 I .10 .10 .1.0 .10 .10
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:36 PM 11/14/2005
Type.... Diverted Hydrograph Page 9.11
Name.... ROUTE 10 Event: 1 yr
F.i.le.... M:\Haestad\PondPack\11800-899\P809-11udson\P809-11UDSON POND.ppw
Storm... I Tag: 1
HYDROGRAPH ORDINATES (cfs)
11
0
'I'i.me I Output Time increment = .0500 hr.s
}rrs I
---- -- -1- Ti.me on
----------- left represents
---------- time for first value in each row.
1.8000 1 .10 .10 .10 .10 .10--
8.0500 I 10 .1.0 .1.0 .1.0 .1.0
8.3000 .10 .10 .10 .1.0 .10
8.5500 .09 .09 .09 .09 .09
8.8000 .09 .09 .09 .09 .09
9.0500 I .09 .09 .09 .09 .09
9.3000 I .09 .09 .09 .09 .09
9.5500 .09 .09 .09 .09 .09
9.8000 1 .09 .09 .09 .09 .09
1.0.0500 1 .09 .09 .09 .09 .09
1.0.3000 .09 .O8 .08 .08 .08
10.5500 .08 .08 .08 .OS OS
1.0.8000 .08 .08 .08 .08 .08
11.0500 .08 .08 .08 .08 .08
11.3000 I .08 .08 .08 OS .08
11.5500 I .08 .O8 .O8 .08 .08
.1 1_.8000 .08 .OS .08 .08 .08
12.0500 .08 .O8 .07 .07 .07
12.3000 .07 .07 .07 .07 .07
12.5500 .0'/ .07 .07 .07 .07
12.8000 .07 .07 .07 .07 .07
13.0500 .0'1 . 07 .07 .07 .07
13.3000 .07 .07 .07 .07 .07
.1.3.5500 07 .07 .07 .07 .07
13.8000 0'1 .06 .06 .06 .06
1.4.0500 .06 .06 .06 .06 .06
14.3000 .06 .06 .06 .06 .06
14.5500 1 .06 .06 .06 .06 .06
.1.4 .8000 ( .06 .06 .06 .06 .06
15.0500 I .06 .06 .06 .06 .06
15.3000 1 .06 .06 .06 .06 .06
15.5500 I .06 .06 .05 .05 .0,5
15.8000 .05 .05 .05 .05 .05
16.0500 .05 .05 .05 .05 .05
16.3000 .05 .05 .05 .05 .05
16.5500 .05 .05 .05 .05 .05
16.8000 I .05 .05 .05 .05 .05
1.7.0:500 1 .05 .05 .05 .O5 .04
17.3000 ( .04 .04 .04 .04 .04
17.`5500 04 04 .04 .04 .04
1'/.8000 04 .04 .04 .04 .04
1.8.0500 .04 .04 .04 .04 .04
18.3000 I .04 .04 .04 .04 .04
18.5500 1 .04 .04 .04 .04 .04
18.8000 I .04 .04 .04 .04 .04
S/N: EPYXYWGYYNF'13
PondPack (10.00.016.00)
3:36 PM
Malpass & Associates
1-1/14/2005
Type.... Diverted Hydrograph Page 9.1.2
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw
• Storm... 1 Tag: 1
•
11
HYDROGRAPII ORDINATES (cfs)
Time Output Time increment = .0500 hrs
lir_s
---------- - Time on
------------ left represent
-------------- s time for
------ first value in each row.

.1.9.0500 I
.03
.03 ----
.03 ----------------
.03 -----------
.03
19.3000 1 .03 .03 .03 .03 .03
1.9.5500 I .03 .03 .03 .03 .03
19.8000 I .03 .03 .03 .03 .03
20.0500 I .03 .03 .03 .03 .03
20.3000 I .03 .03 .03 .03 .03
20.5500 I .03 .03 .03 .03 .03
20.8000 I .03 .03 .03 .03 .03
21.0500 1 .03 .02 .02 .02 .02
27..3000 I .02 .02 .02 .02 .02
21.5500 1 .02 .02 .02 .02 .02
21.8000 I .02 .02 .02 .02 .02
22.0500 I .02 .02 .02 .02 .02
22.3000 I .02 .02 .02 .02 .02
22.5500 I .02 .02 .02 .02 .02
22.8000 1 .01 .01 .01 .01 .01
23.0500 .01 .01 .01 .01 .01
23.3000 .01 .01 .01. .01 .01
23.5500 1 .01 .01 .01. .01 .01.
23.8000 .01 .01 .01 .01 .01
24.0500 1 .01 .01 .01 .01 .01
24.3000 .01 .01. .01 .01 .01
24.5500 .01 .01. .01. .01 .01
24.8000 .01 .01 .01 .01 .01
25.0500 .01 .01. .01 .01 .01
25.3000 .01 .01 .01 .01 .01
25.5500 .01 .01 .01. .01 .01
25.8000 I .01 .01 .01_ .01 .01
26.0500 I .01 .01 .01 .01 .01
26.3000 1 .01 .01 .01 .01 .01
26.5500 I .01 .01 .01 .01 .01
26.8000 1 .01 .01 .01 .01 .01.
27.0500 1 .01 .01 .01 .01 .01
27.3000 1 .01 .01 .01 .01 .01
27.550() 1 .01 .01 .01 .01 .01
27.8000 1 .01 .01. .01 .01 .01
28.0500 1 .01 .01. .01. .01 .00
28.3000 1 .00 .00 .00 .00 .00
28.5500 1 .00 .00 .00 .00 .00
28.8000 1 .00 .00 .00 .00 .00
29.0500 .00 .00 .00 .00 .00
29.3000 1 .00 .00 .00 .00 .00
29.5500 1 .00 .00 .00 .00 .00
29.8000 .00 .00 .00 .00 .00
30.0500 .00 .00 .00 .00 .00
SIN: EFYXYWGYYNFB
PondPack (1.0.00.016.00)
3:36 PM
Malpass & Associates
11/14/2005
Type.... Diverted Hydr.ograph Page 9.13
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PoridPack\P800-899\P809-Hudson\P809-HUDSON POND.ppw

HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
--- -I Time on
------- Ief.t represents
---- -- time for first value in each row.

30.3000
.00 ---
.00 ----------
.00 ---------------
.00 ----------
.00
30.5500 .00 .00 .00 .00 .00
30.8000 .00 .00 .00 .00 .00
31.0500 .00 .00 .00 .00 .00
31.3000 .00 .00 .00 .00 .00
31.5500 .00 .00 .00 .00 .00
31.8000 .00 .00 .00 .00 .00
32.0500 I .00 .00 .00 .00 .00
32.3000 I .00 .00 .00 .00 .00
32.5500 I .00 .00 .00 .00 .00
32.8000 I .00 .00 .00 .00 .00
33.0500 I .00 .00 .00
0

SIN: EEYXYWGYYNFB
PondPack (10.00.016.00)
3:36 PM
Malpass & Associates
11./14/2005

Appendix A
A-7.
Index of` Starting Page Numbers for :LD Names
HYD QUEUE 10 1... 3.01
----- o
OUT 10 1... 9.01
Outlet. 1.... 8.01, 8.09, 8.13
----- P
POND 10... 7.01, 9.01
POND 10 IN 1... 9.03
POND 10 OUT 1... 5.01, 6.01,
9.05, 9.06
----- R -----
ROUTE 1.0 1... 9.10
----- W
Watershed... 1.01, 2.01, 2.02, 2.03

•
SIN: EPYXYWGYYNFB
PondPack (10.00.01.6.00)
3:36 PM
Malpass & Associates
11/19/2005
•
•
STORMWATER
WETLANDS
1-YEAR STORM
•
Elev. vs. Area Surface
POND 10

m
w
22
21
20
191--
2600
Area Surface (sq.ft)

0
2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200
•
0
W
Elev. vs. Flow
Outlet 1
22.0
21.0
20.0
19.0 1 --1
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1
Flow (cfs)
•
1.2 1.3 1.4 1.5 1.6 1.7 1.8
Elev. vs. Time
POND 10 OUT 1
21.2
21.0
20.8
20.6
20.4
20.2
w 20.0
19.8
19.6
19.4
19.2
19.0
0
Time (hrs)

0
10 20 30 40 50
Elev. vs. Volume
POND 10
•
•
m
w
22
21
20
19
0.00 0.02 0.04 0.06 0.08 0.10
0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28
Volume (ac-ft)
•
Volume vs. Time
POND 10 OUT
0.18
10 0.16
0.14
0.12
i
m 0.10
m
0.08

0.06
0.04
0.02
0.00
Time (hrs)
0
0
0 10 20 30 40 50
Hydrograph
POND 10 OUT 1
0.9
• 0.8
0.7-
0.6-
0.5 3
0.4
0.3
0.2--
0.1
0.0
0
10
20
Time (hrs)
0
30
40
50
C J
Job File: M:\Ilaestad\PondPack\P800-899\P809-Hudson\P809-IIUDSON WETLAND.PPW
Rain Dir: M:\Haestad\PondPack\P800-899\13809-Hudson\
•
JOB 'T'ITLE
---------------------------
Project Date: 11/1.0/2005
Project Engineer: William K. Malpass
Project Title: Hudson Industrial.
Project Comments:

9
SIN: LFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
Table of Contents
•
i
***+******************** WARNING MSG ***********************
WARNING......... WARNING MESSAGES ................... 1.01
********************** MASTER SUMMARY **********************
Wat:ershed....... Master Network Summary ............. 2.01
*************** NETWORK SUMMARIES (DETAILED) ***************
Watershed....... 1
Executive Summary (Nodes) .......... 3.01
Executive Summary (Links) .......... 3.02
Network Calcs Sequence ............. 3.03
******************** RUNOFF HYDROGRAPHS ********************
0
HYD QUEUE 1.0.... 1
Read HYG ........................... 4.01
*********************** TIYG ADDITION ***********************
OUT 10.......... 1
Node: Addition Summary ............. 5.01
*********************** TIME VS.EI.,EV ***********************
POND 10 OUT 1.
Time-Elev .......................... 6.01

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11/1.5/2005
Table of Contents
•
Table of Contents (continued)
ii
**a*?******** TIME VS.VOL*+ a****+*****
POND 10 OUT 1
Time vs. Volume . .................... 7.01
******* POND VOLUMES + ******++*
POND 10......... Vol: Elev-Area ..................... 8.01
***************** OUTLET STRUCTURES *********************
Outlet: 1........ Outlet Input Data .................. 9.01
Tndividual Outlet Curves ........... 9.09
Composite Rating Curve ............. 9.13
**+*** +*+** + **a** POND ROUTING """""Ilk 0 POND 10......... Pond E-V-Q Table .................. 10,01

POND 10 IN 1
Node: Pond Inflow Summary ......... 10.03
POND 10 OUT 1
Pond Routing Summary .............. 10.08
Pond Routed I]YG (total out) ....... 10.09
ROUTE 10........ 1.
Diverted Hydr-ogr_aph ............... 10.14
s
SIN: EL'YXYWGYYNFB
PondPack (10.00.016.00)
3:01 PM
Malpass & Associates
11/15/2005
Type.... WARNING MESSAGES
Name.... WARNING
•
Page 1.01.
WARNING: Kr. (Reverse Plow Entrance Loss Coefficient) was not specified.
Kr was set to same value as Ke= .2
Check data for..... 't'ype: Outlet Input Data Name: Outlet 1.
0
•
S/N: EFYXYWGYYN[B Malpass & Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
Type.... Masher Network Summary Page 2.01
Name.... Watershed
Fi.le.... M:\Haestad\PondPack\P£300-£399\P£309-I-Iudson\PB09-IIUDSON WETLAND.ppw
•
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=Outfal.l.; -iNode=Diversion;)
(`I'run= HYG Truncation: Blank=None; 1,=Left; R=Rt; I,R=I,eft&Rt)
Return HYG Vol
Node ID
---------- Type
-------- --- Event ac-ft Trun

HYD QUEUE -
10 IIYG ------
1 ----------
.390
*OUT 10 JC'1' 1 .3£37
POND 10 IN POND 1 .390
POND 10 OUT POND 1. .3£37
Max
Qpeak Qpeak Max WSEL Pond Storage
hrs cfs fL ac-ft

1.0500 -------- ------------
2.18
2.0000 .90
1.0500 2.78
2.0000 .90 21.11 .173
0
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:01 PM
Mal_pass & Associates
11/15/2005
Type .... Executive Summary (Nodes) Page 3.01
Name.... Watershed Event: I yr
File.... M:\[laestad\PondPack\P800-899\11809-Hudson\P809-HUDSON WETLAND.ppw
• storm... 1. Tag: 1
NETWORK SUMMARY -- NODES
(Tr.un.= HYG Truncation: A1ank=None; L=Left; R=Rt; LR=Left & Rt)
11YG Vol Qpeak Qpeak Max WSEL
Node ID Type ac-ft Tr.un. hrs cfs ft

HYD QUEUE 10
HYG
.390
1.0500 --------
2.78
Outfall OUT 10 Jc'I' .387 2.0000 .90
POND 10 IN POND .390 1.0500 2.78
POND 10 OUT POND .387 2.0000 .90 21.17
i
•
SIN: EFYXYWGYYNF'B Mal.pass & Associates
PondPack (1.0.00.016.00) 3:01 PM 11/15/2005
Type.... Executive Summary (finks) Page 3.02
Name.... Watershed Event: T yr
File.... M:\Haestad\PondPack\P800-899\P809-lludson\P809-IIUDSON WETLAND.ppw
Storm... 1 Tag: 1.
NETWORK SUMMARY --- LINKS
(UN=Opstream Node; DL=DNstream End of Link; DN=DNstream Node)
(Trun.= HYG Truncation: Blank=None; L=left; R= RC; LR=1,eft & Rt)
HYG Vol Peak Time Peak Q
Fink ID
--------------- `T'ype
- ac-ft Trun. hrs cfs End Points

ADDLINK 10 ---- -
ADD UN ---------- ---
.390 ------- --
1.0500 ------
2.78 ----
HYD ------------
QUEUE 10
DL .390 1.0500 2.78
DN 390 1.0500 2.78 POND 10 IN
ROUTE 10 PONDrt UN .390 1.0500 2.78 POND 10 IN
ROUTE 10 .387 2.0000 .90 POND 10 OUT
DL .387 2.0000 .90
DN .387 2.0000 .90 OUT 10
0
E
SIN: EFYXYWGYYNFB
PondPack (10.00.01.6.00)
3:01 PM
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11/15/2005
Type.... Network Calcs Sequence Page 3.03
Name.... Watershed Event: 1. yr
File.... M:AIlaestad\PondPack\PQ00-899\ID809-Hudson\PQ09-HUDSON WETLAND.ppw
Storm. .. 1 Tag: 1
NETWORK RUNOFF NODE SEQUENCE
Runoff Data Apply to Node Receiving Link
Read HYGHYD QUEUE, 10 HYG Qiri HYD QUEUE 10 Add Hyd HYD QUEUE 10
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:01. PM 11_/15/2005
Type.... Network Calcs Sequence Page 3.04
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P800-E399\P809-Iliidson\P809-HUDSON WETLAND.ppw
Storm... 1 'rag: 1
NETWORK ROUTING SEQUENCE
Link Operation UPstream Node DNstream Node
Add Hyd ADDLINK 10 HYG Qin HYD QUEUE 10 Pond POND 10 IN
POND ROUTE TOTAL, OUTFLOW...
Total Pond Outflow Pond POND 1.0 IN Outflow POND 10 OUT
SET POND ROUTING LINK TO TOTAL POND OUTFLOW...
Outlet ROUTE 10 Outflow POND 10 OUT Jct OUT 10

`J
SIN: EFYXYWGYYNFR
PondPack (10.00.016.00)
3:01 PM
Ma.lpass & Associates
11/15/2005
Type.... Read HYG Page 4.01
Name.... HYD QUEUE 10 Tag: 1 Event: 1 yr
File.... M:\Ilaestad\PondPack\P800-899\P809--Hudson\P809-HUDSON WETI,AND.ppw
Storm... Tag: 1
HYG file =
HYG TD = 1-year. 24-hr
HYG Tag = 1
------------------------------------
Peak Discharge 2.78 cfs
Time to Peak = 1.0500 hrs
HYG Volume = .390 ac-ft
-----------------------------------
HYDROGRAPH ORDTNATES (cf.s)

•
Time I Output Time increment = .0500 hrs
hrs
---------- Time on
----------- left represents
--------------- time for first value in each row.

.0000 I
.00
.00 - - --------
.00 ------------
.00 -------------
.02
.2500 I .03 .05 .07 .08 .09
.5000 .11 .12 .38 .83 1..31.
.'7500 I 1.75 2..1]. 2.38 2.57 2.70
1.0000 ( 2.77 2.78 2.75 2.69 2.60
1.2500 2.50 2.39 2.26 2.14 2.02
1.5000 I 1.89 1.78 1.66 1.55 1.45
1.. 7500 I 1 .35 1.26 1.17 1.09 1.01
2.0000 .94 .88 .82 .76 .71
2.2500 .66 .61 .57 .54 .50
2.5000 I .47 .44 .41 .39 .36
2.'7500 .34 .32 .30 .28 .27
3.0000 .26 .24 .23 .22 21
3.2500 t .20 .].9 .18 .17 .17
3.5000 .16 .16 .15 .1.5 .14
3.7500 I .14 .13 .13 .1-3 .12
4.0000 I .12 .12 .1-2 .12 .1.2
4.2500 .12 .12 .12 .12 .12
4.5000 .12 .12 .12 .12 .11
4.7500 .]1 11 .11 .11 .1.1
5.0000 1. ]. 11 .11 .11 ]
1
5.2500 11. 11 .11 .1]. .
11
5.5000 11 .11 .11 .1] 11
5.7500 I 11 .11. 11 .11 ]
1
6.0000 1]. 11 .11 .11 .
.11
6.2500 11 .11 .11 .11 .11
6.5000 I .11 .11. .11 .11 .10
6.7500 I .10 .10 .10 .10 .10
'7.0000 .10 .].0 .10 .10 .10
7.2500 .10 .10 .10 .10 .10
7.5000 ( .10 .10 .10 .10 .10
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.01.6.00) 3:01 PM 11/15/2005
'Type .... Read IIYG Page 4.02
Name.... HYD QUEM; 10 'Fag: 7 Event: 1 yr
F.i.le.... M:\Ilaest:ad\PondPack\P800-899\P809--Hudson\P809-IIUDSON WETLAND.ppw
Storm... Tag: 1.
HYDROGRAPH ORDINATES (cfs)
•
•
Time I Output-. Time increment = .0500 hrs
hrs
---------- - Time on
--------- left represents
- - time for first value in each row.

'1."7500 I
.10 -----
,10 ----------
.10 ----
.1.0
,10--
8.0000 1 .10 .10 .10 .10 .10
8.2500 .10 .10 .10 .10 .10
8.5000 I .10 .09 .09 .09 .09
8.'7`_)00 I .09 .09 .09 .09 .09
9.0000 1 .09 .09 .09 .09 .09
9.2500 .09 .09 .09 .09 .09
9.5000 .09 .09 .09 .09 .09
9.'7500 I .09 .09 .09 .09 .09
10.0000 I .09 .09 .09 .09 .09
10.2500 ( .09 .09 .08 .08 .08
10.5000 .08 .08 .08 .08 .08
10.7500 .08 .08 .08 .08 .08
11.0000 .08 .08 .08 .08 .08
11.2500 .08 .08 .08 .08 .08
11.5000 I .08 .08 .08 .08 .08
11.'1500 I .08 .08 .08 .08 .08
12.0000 .08 .08 .08 .0"/ .07
12.2500 1 .07 .07 .07 .07 .07
12.5000 1 .07 .07 ,07 .07 .07
12 . 7500 1 .07 .07 .07 .0V .07
1-3.0000 .07 .07 .07 .07 .07
13.2500 07 . 0'7 . 0'7 . 07 .07
13.5000 .07 .07 07 .07 .07
13.7500 .07 .07 .06 .06 .06
14.0000 I .06 .06 .06 .06 .06
14.2500 I .06 .06 .06 .06 .06
14.5000 .06 .06 .06 .06 .06
14."1500 .06 .06 .06 .06 .06
15.0000 .06 .06 .06 .06 .06
15.2500 I .06 .06 .06 .06 .06
15.5000 .06 .06 .06 .05 .05
15.7500 I .05 .05 .05 .05 .05
16.0000 1 .05 .05 .05 .05 .05
16.2500 I .05 .05 .01i .05 .05
16.5000 .05 .05 .05 .05 .05
16.7500 .05 .05 .05 .05 .05
17.0000 I .05 .05 .05 .05 .05
17.2500 I .04 .04 .04 .04 .04
1.7.5000 I .04 .04 .04 .04 .04
17.7500 1 .04 .04 .04 .04 .04
18.0000 1 .04 .04 .04 .04 .04
18.2500 1 .04 .04 .04 .04 .04
18.5000 .04 .04 .04 .04 .04
1.8.'7500 .04 .04 .04 .04 .04
S/N: EF'YXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:01. PM 1.1/15/2005
Type .... Read HYG Page 4.03
Name.... HYD QUEUE 1.0 Tag: 1. Event: 1 yr
Fi_1e.... M:\Ilaestad\PondPack\P800-899\P809-lludson\13809-1]UDSON WETLAND.ppw
Storm... Tay: 1
0
U
HYDROGRAPH ORDINATES (cf:s)
'rime Output Time increment = .0500 hrs
hrs
---------I Time on
------ left represent
------------- s time for first value in each row.

19.0000
.04 -
.04 ----------------
.03 -------
.03 -------------
.03
19.2500 1 .03 .03 .03 .03 .03
19.5000 .03 .03 .03 .03 .03
19.7500 I .03 .03 .03 .03 .03
20.0000 1 .03 .03 .03 .03 .03
20.2500 I .03 .03 .03 .03 .03
20.5000 .03 .03 .03 .03 .03
20.7500 .03 .03 .03 .03 .03
21.0000 .03 .03 .02 .02 .02
21.2500 .02 .02 .02 .02 .02
21.5000 .02 .02 .02 .02 .02
21.7500 I .02 .02 .02 .02 .02
22.0000 ( .02 .02 .02 .02 .02
22.2500 .02 .02 .02 .02 .02
22.5000 .02 .02 .02 .02 .02
22.7500 .02 .02 .01 .01 .01
23.0000 .01 .01 .O1- .01 .01
23.2500 1 .01 .01 .01 .O1 .O1
23.5000 .01 .01 .01 .01 .01
23.7500 I .01. .01 .01. .01. .O1
24.0000 I .01 .01. .01 .01 .O1
24.2500 .01 .01 .01 .01 .01.
24.5000 .01. .01 .01. .01 .01
29./500 1 .01 .01 .01 .01 .01
25.0000 .01 .01 .01. .01 .01
25.2500 I .01 .01 .01 .01 .01.
25.5000 I .01 .01 .O1 .O1- .01.
25.'7500 I .01. .01 .01 .O1 .01
26.0000 .01. .01 .01. .01. .01
26.2500 .01 .01_ .01 .01 .01
26.5000 .01 .01 .01 .01 .01
26.7500 .01 .01 .01 .01 .01
27.0000 1 .01 .01. .01 .01 .01
27.2500 I .01. .01 .01 .01 .01
27.5000 I .O1- .01. .01 .01 .01
27."/500 I .01 .01 .01. .01 .01
28.0000 .01 .01 .01 .01 .01
28.2500 .01 .01 .00 .00 .00
28.5000 I .00 .00 .00 .00 .00
28.1500 .00 .00 .00 .00 .00
29.0000 I .00 .00 .00 .00 .00
29.2500 I .00 .00 .00 .00 .00
29.5000 I .00 .00 .00 .00 .00
29.'7500 1 .00 .00 .00 .00 .00
30.0000 .00 .00 .00 .00 .00
SIN: EIIPYXYWGYYNEB
PondPack (10.00.01.6.00)
3:0.1. PM
Malpass & Associates
11/15/2005
Type .... Read f3YG Page 4.04
Name.... HYD QUEUE 10 'Pag: 1 Event: 1 yr
File.... M: AIlaestad\PondPack\Pf300-£399\11809--iludson\P£309-IIUDSON WIETLAND.ppw
Storm... Taq: I
HYDROGRAPII ORDINATES (cfs)
me Output Time increment = .0500 hrs
his
---------- -- Time on
--------- :Left represents time for :first vaLue in each row.
30.2500 I .00 .00 .00 .00 - .00--
30.5000 I .00 .00 .00 .00 .00
30.7500 I .00 .00 .00 .00 .00
31.0000 .00 .00 .00 .00 .00
31.2500 .00 .00 .00 .00 .00
31.5000 I .00 .00 .00 .00 .00
31.7500 I .00 .00 .00 .00 .00
32.0000 .00 .00 .00 .00 .00
31.2500 .00 .00 .00 .00 .00
32.5000 .00 .00 .00 .00 .00
32.7500 .00 .00 .00 .00 .00
33.0000 .00 .00 .00 .00
•
f
SIN: EFYXYWGYYNFI3 Malpass & Associates
PondPack (10.00.016.00) 3:01 PM 11/1.5/2005
Type.... Node: Addition Summary Page 5.01
Name.... OUT 1.0 Event: 1 yr
File.... M:\Iiaestad\PondPack\P800-899\P809-Iludson\P809-HUDSON WETLAND.ppw
Storm... 1 Tag: 1.
SUMMARY FOR HYDROGRAPH ADDITION
at Node: OUT 10
HYG Directory: M:\Haestad\PondPack\P800-899\P809-IIudson\
Upstream Link ID Upstream Node ID HYG file
-------- HYG ID HYG tag

ROUTE 10
POND 10
IN - -------------
ROUTE; 10 ------------
1
INFLOWS TO: OUT 10
----------- ------ ---------- ------------- Volume Peak Time Peak Flow
HYG file
----------- HYG
------ ID
---------- HYG Lag
--------------- ac-ft
- firs cfs

ROUT
E 1.0
1 -------
.387 --------------
2.0000 -----------
.90
TOTAL FLOW INTO: OUT 10
----------- ------ ---------- ------------- Volume Peak Time Peak Flow
HYG :Ijle
------------ HYG
------ ID
---------- HYG tag
--------------- ac-ft
---- hr-s cfs

OUT
10
1 ----
.387 --------------
2.0000 -----------
.90

•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (1.0.00.016.00) 3:01 PM 11/15/2005

Type.... Node: Addition Summary Page 5.02
Name.... OUT 10 Event: 1 yr
File.... M:\Ilaestad\PondPack\P800-899\P809-lludson\P809-IIUDSON WETLAND.ppw
Storm... 1. 'I'ag: 1
TOTA1, NODE 1NE'T,OW...
HYG file =
11YG ID = OUT 10
HYG 'l'ag = 1
---------------------------------------
Peak Discharge = .90 cfs
Time to Peak = 2.0000 hrs
HYG Volume = .387 ac-ft
-----------------------------------
•
•
HYDROGRAPII ORDINATES (cfs)
Ti me I Output Time increment = .0500 hrs
hr's
---------I- '1'i-me on
------------ left represents
- --------- time for
--- first value in each row.

.3500
.00
.00 ------
.00 ------------
.00 --------------
.00
.6000 .00 .01 .02 .04 .05
.8500 .06 .07 .08 .09 .11

1.1000 I
.16
.23
.30
.37 .
44
1.3500 I .50 .56 .62 .67 .
.72
1.6000 .76 .79 .82 .84 86
1.8500 I .88 .89 .89 .90 .
.90
2.1000 I .90 .89 .88 .08 87
2.3500 .86 .84 .83 .82 .
.80
2.6000 I .79 .77 .75 .74 .72
2.8500 .71 69 .68 .66 .64
3.1000 I .63 .61 .60 .58 .57
3.3500 .55 .54 .53 .51 .50
3.6000 I .49 .48 .46 .45 .44
3.8500 I .43 .42 .41. .40 .39
4.1000 .38 .37 .37 .36 .35
4.3500 I .34 .33 .33 .32 .31
4.6000 .31 .30 .30 .29 .29
4.8500 I .28 .28 .27 ,27 .26
5.1000 .26 .25 .25 .25 .24
5.3500 I .24 .24 .23 .23 .22
5.6000 .22 .22 .22 .21. .21
5.8500 I .21 .21 .20 .20 20
6. L000 .20 .19 .19 .1.9 .
.1
9
6.3500 I .18 .18 .18 .18 .
.18
6.6000 .18 .1-7 .17 .17 17
6.8500 I .17 .17 .17 .16 .
.16
1.1000 1.6 .16 .16 .1 .6 16
7.3500 I 16 .15 .15 .15 .
.15
7.6000 .15 .15 .15 .15 15
7.8500 I .14 .14 .14 .1.4 .
.14
S/N: EFYXYWGYYNFB Mal.pass & Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
Type.... Node: Addition Summary Page 5.03
Name.... OUT 10 Event.: 1 yr
['il.e.... M:\Ilaestad\PondPack\P80(1-899\P809-11udson\P809-IIUDSON WE'I'LAND.ppw
• St:orm... 7 Tag: 1
C]
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 firs
hrs I
--------- I- Time on
----------- left represents
--
---- time for first: value in each row.

8.1000
.14
.14 ------
.1.9 ------------

.14

. 14
8.3500 .14 .14 .13 .13 .13
8.6000 .13 .13 .13 .13 .1
3
8.8500 .13 .13 .1.3 .13 .
.13
9.1000 I .1.3 .12 .12 .12 .12
9.3500 .1.2 .12 .1.2 .12 .12
9.6000 .1.2 .12 .1.2 .12 .12
9.8500 I .12 .12 .1.2 .12 .11
10.1000 .1.1 .11- .71 .11 .11
1.0.3500 LL .11 1.1 .11. 11
10.6000 I 11. ]1 .71 .11 .11
10.8500 1.1 L1 l.1 .11 .11

11.1000 I
11
.11.
11
.11 .
.1]

11.3500 I
.11
.11.
.10
.10 .
10
1.1.6000 .10 .1.0 .10 .10 .
.10
11.8500 I .10 .10 .10 .1.0 .10
12.1000 .10 .10 .1.0 .10 .10
12.3500 I .10 .1.0 .10 .1.0 .10
12.6000 .10 .10 .10 .10 .10
12.8500 I .10 .10 .10 .10 .10
13.1000 .1.0 .09 .09 .09 .09
13.3500 .09 .09 .09 .09 .09
13. 6000 I .09 .09 .09 .09 .09
1.3. 8500 .09 .09 .09 .09 .09
14.1000 I .09 .09 .09 .09 .09
14.3500 .09 .09 .09 .09 .09
14.6000 .09 .09 .09 .09 .09
14.8500 I .09 .09 .09 .09 .09
1.5.1.000 .09 .09 .09 .09 09
15.3500 I .09 .09 .09 .09 .
.09
15.6000 .09 .09 .09 .09 .09
15. E3500 .09 .09 .09 .09 .09
16.1000 I .09 .09 .09 .09 .09
16.3500 .09 .09 .09 .09 09
16.6000 I .09 .09 .09 .09 .
.09
16.8500 .09 .09 .09 .09 .09
17.1000 .09 .09 .09 .09 09
17.3500 .09 .09 .08 .08 .
08
7.7.6000 .08 .08 .08 .08 .
.08
17.wm I .08 .08 .08 .08 .08
18.1000 .08 .08 .08 .08 .08
18.3500 I .08 .08 .08 .08 .08
.1.8.6000 I .08 .08 .08 .08 .08
18.8500 .08 .08 .08 .08 .08
19.1000 I 08 .08 .08 .08 .08
S/N: FFYXYWGYYNFB
PondPack (10.00.016.00)
3:01 PM
Mal.pass & Associates
1.1/1.5/2005
Type.... Node: Add.iLion Summary
Page 5.04
Name.... OUT 1.0
Event-: 1 yr
Ei.1e.... M:AHaestad\Pon dPack\P800-899\ 2809-Iluds on\2809-IIUDSON WITLAND.ppw
• SLorm... 1 Tag: 1-
HYDROGRAPH O RDINATL;S (cfs)
Time I OuLput Time increment = .0500 hrs
hrs
---- --- Time on
I------------ left represents
---
------ time for first value i.n each row.

19.3500
.08 -
.08 ----------
.08 -------------
.08 ---------
08--
19.6000 .08 .08 .08 .08 .
08
1.9.8500 I .08 .08 .08 .08 .
08
20.1000 .08 .08 .08 .08 .
08
20.3500 .08 .08 .08 .08 .
08
20.6000 I .07 .07 .07 .07 .
07
20.8500 .07 .07 .07 .07 .
07
21.1000 I .07 .07 .07 .07 .
07
21-.3500 .07 .07 .07 .07 .
07
21.6000 I .07 .07 .07 .07 .
07
21.8500 .07 .07 .07 .07 .
07
22.1000 .01 .07 .07 .07 .
07
22.3500 I .07 .07 .07 .07 .
07
22.6000 I .07 .07 .07 .07 .
07
22.8500 .07 .07 .06 .06 .
06
23.1000 I .06 .06 .06 .06 .
06
23.3500 .06 .06 .06 .06 .
06
23.6000 I .06 .06 .06 .06 .
06
23.8500 .06 .06 .06 .06 .
06
24.1000 .06 .06 .06 .06 .
06
24 . 3500 I .06 .06 .06 .06 .
06
24.6000
24.8500 .06
I .06 .06
06 .06
06 .06 .
.06
. . .06 .O6
25.1000 .05 .05 .05 .05 05
25.3500 I .05 .05 .05 .05 .
05
25.6000 .05 .05 .05
.05 .
05
25.8500 I .05 .05 .05 .05 .
05
26.1000 .05 .05 .05 .05 .
05
26.3500 I .05 .05 .05 .05 .
05
26.6000 .05 .05 .05 .05 .
05
26.8500
- I .05 .05 .04 .04 .
04
2
1. 1000 I .04 .04 .04 .04 .
04
27.3500 .04 .04 .04 .04 .
04
27.6000 I .04 .04 .04 .04 .
04
27.8'500 .04 .04 .04 .04 .
04
28.:L000 I .04 .04 .04 .04 .
04
28.3500 .04 .04 .04 .04 .
04
28.6000 .04 .04 .04 .04 .
04
28.8500 .04 .04 .04 .04 .
03
29.1000 .03 .03 .03 .03 .
03
29.3500 I .03 .03 .03 .03 .
03
29.6000 j .03 .03 .03 .03 .
03
29.8500 .03 .03 .03 .03 .
03
30.1000 I .03 .03 .03 .03 .
03
30.3500 .03 .03 .03 .03 .
.03
•
SIN: IiIFYXYWGYYN['B
Mal.pass & Associ.ates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
Type.... Node: Addition Summary
Page 5.05
Name.... OUT 10
Event: 1 yr
File.... M:\Haestad\Pon dPacl<\P800-899\ P809-Huds on\P809-IIUDSON WETLAND.ppw
Storm... 1 Tag: 1
HYDROGRAPH O RDINATES (cfs)
Time Output Time increment = .0500 hr,-3
II rs
-------- I Time on
-I------------ left represents
------------- time for first value in each row.

30.6000

I .03 --

.03 ---------

.03 ----------
---
.03
-------------
03
30.8500 .03 .03 .03 .03 .
03
31.1000 I .03 .03 .03 .03 .
03
31.3500 .02 .02 .02 .02 .
02
31.6000 .02 .02 .02 .02 .
02
31.8500 .02 .02 .02 .02 .
02
32.1000 .02 .02 .02 .02 .
02
32.3500 .02 .02 .02 .02 .
02
32.6000 .02 .02 .02 .02 .
02
32.8500 I .02 .02 .02 .02 .
02
33.1000 .02 .02 .02 .02 .
02
33.3500 I .01 .01 .01 .01 .
01
33.6000 I .01. .01 .O1 .01 .
01

33.8500
.O1
.01.
.01
.O1 .
.
01
34.1000 I .O1 .01 .01 .O1 .
01
34.3500 .01 .01 .01 .01 .
01
34.6000 I .01 .01. .01 .01 .
OL
34.8500 .O1 .01. .O1 .01 O1
35.1000 I .O1 .01 .01 .01 .
O1
35.3500 I .01 .01
.01 .
.Ul. .
0:1
35.6000 I .01 .01. .01 .O1 .
01

•
35.8500
36.1000
I .01
.01
.01
O1
.01
.O1 .
.
.01.
. .01 .01
01
36.3500 I .01
.01
.Ol
.01. .
.
Ol
36.6000 I .O1 .01 .01 .01 .
01
36.8500 .O1 .01 .01 .O1 .
O1
37.1000
' I .O1 .01 .01 .01 .
01
3
1.3500 I .01. .01 .07- .01 .
O1
37.6000
' I .01 .01 .Ol .01 .
Ol
3
1.850(1 .O1- .01 .O1 .01 .
01
38.1000 .O1 .01- .01. .O1 .
O1
38.3500 I .01. .01 .01 .01 .
O1
38.6000 I .O1 .O1 .O1 .00 .
00
38.8500 .00 .00 .00 .00 .
00
39.1000 .00 .00 .00 .00 .
00
39.3500 I .00 .00 .00 .00 .
00
39.6000 .00 .00 .00 .00 .
00
39.8500 .00 .00 .00 .00 .
00
40.1000 I .00 .00 .00 .00 .
00
40.3500 .00 .00 .00 .00 .
00
40.6000 I .00 .00 .00 .00 .
00
40.8500 I .00 .00 .00 .00 .
00
41.1000 I .00 .00 .00 .00 .
00
41.3500 I .00 .00 .00 .00 .
00
41.6000 .00 .00 .00 .00 .
.00
•
SIN: 1 E'YXYWG YYN EB
PondPack (10.00.016.00)
3:01. PM
Malpass & Associates
11/:15/2005
•
•
•
Type.... Node: Addi.tiori Summary Page 5.06
Name .... OU'I' 10 Event: 1 yr
F_i..1e.... M:\Haestad\PondPack\P£300-£399\P£309-Hudson\PH09-IiUDSON WETIAND.ppw
Storm... 1 Tag: ]
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs
---------- - Time on
---------- left represents
-- ---- time for first value in each row.

4].8500
.00 -
.00 ---------
.00 -------------
.00 -------------
.00
42.1000 .00 .00 .00 .00 .00
42.3500 I .00 .00 .00 .00 .00
42.6000 .00 .00 .00 .00 .00
42.8500 I .00 .00 .00 .00 .00
43.1000 I .00 .00 .00 .00 .00
43.3500 I .00 .00 .00 .00 .00
43.6000 .00 .00
SIN: EF'YXYWGYYNF'B
PondPack (10.00.016.00)
3:01 PM
Malpass & Associates
11/15/2005
r?
Type. • .. Time-Elev
Page 6.01
Name.... POND 1.0 OUT Tag: 1 Event: 1. yr
Bile.... M:AHaestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WE'1'LAND.ppw
storm... 1 Tag: 1
1'IME vs. ELEVATION (ft)
0
•
Time Output Time increment = .0500 hrs
hrs I
- - ----- - Time on
----------- left represents
---- --- -
---- ti.me for first value in each row.
.0500 I 19.00 19.00 ---19.00 19.00 19
00
.3000 19.01 19.01 19.01 19.02 .
19
03
.5500 I 19.03 19.05 19.09 19. .
19
25
.8000 19 .37 19.50 19.65 19.79 .
1
9
94
1.0500 20.08 20.21 20.34 20.45 .
.
20
56
1.3000 I 20.66 20.'74 20.82 20.£38 .
20
94
1.5500 20.99 21_.03 21.07 21.10 .
2]
12
1.8000 21. 1.4 21.15 21.16 21.1.7 .
21
17
2.0500 21.17 21.17 21.17 21.16 .
21
15
2.3000 I 21.14 21.13 21.12 21.11 .
21
09
2.5500 21.08 21.06 21.05 21.03 .
21
01
2.8000 I 20.99 20.98 20.96 20.94 .
20
92
3.0500 20.91 20.89 20.8'7 20.85 .
20
84
3.3000 20.82 20.80 20.79 20.'11 .
20
75
3.5500 1 20.74 20.72 20.71 20.69 .
20
68
13.8000 1 20.66 20.65 20.64 20.62 .
20
61
4.0500 20.60 20.58 20.57 20.56 .
20
55
4.3000 I 20.54 20.52 20.51 20.50 .
20
49
4.5500 I 20.48 20.48 20.47 20.46 .
20
45
4.8000 20.44 20.43 20.42 20.42 .
20
41
5. 0500 20.40 20.39 20.39 20.38 .
20
37
5.3000 1 20.37 20.36 20.35 20.35 .
20
34
5.5500 1 20.34 20.33 20.33 20.32 .
20
31
5.8000 1 20.31 20.30 20.30 20.30 .
20
29
6.0500 1 20.29 20. 28 20.28 20.27 .
20
2'7
6.3000 20.27 20.26 20.26 20.25 .
20
25
6.5500 20.25 20.24 20.24 20.24 .
20
23
6.8000 20.23 20.23 20.22 20.22 .
20
22
7.0500 I 20.21 20.21 20.21 20.20 .
20
20
7.3000 20.20 20.20 20.19 20.19 .
20
19
7.5500 20.18 20.18 20.1.8 20.1.8 .
20
18
7.8000 1 20.17 20.17 20.1.7 20.1.7 .
20
16
8.0500 20.16 20.16 20.16 20.15 .
20
15
8.3000 I 20.15 20. 15 20.15 20.14 .
20
14
8.5500 20.1.4 20.14 20.14 20.13 .
20
13
8.8000 1 20.13 20.13 20.13 20.13 .
20
12
9.0500 1 20.12 20.12 20.12 20.12 .
20
11
9.3000 1 20.11 20.11 20.11 20.11 .
20
11
9.5500 1 20.11 20. 10 20.10 20.10 .
20
10
9.8000 20.10 20.10 20.09 20.09 .
20
09
10.0500 20.09 20.09 20.09 20.09 .
20
08
10.3000 I 20.08 20.08 20.08 20.08 .
20
08
10.5500 I 20.08 20.0'1 20.07 20.07 .
20.07
SIN: 1?EYXYWG;YYNF'B
PondPack (10.00.016.00)
3:01 PM
Ma].Pass & Associates
11/15/2.005
'.Type.... Time-El.ev Page 6.02
Name.... POND 1.0 OUT Tag: 1 Event.: I yr
Fi.Le.... M:\Ilaestad\PondPack\PB00-899\P809-Iiudson\P809-HUDSON WET1,AND.ppw
S1-orm... I Tag: 1
TIME vs. ELEVATION (ft)
11

Time Output Time increment = .0500 hrs
hrs (
---------I- Time on left
--------------- represents
------
-- Lime for first value in each row.

10.80(0 I
20.07 ----
20.07 ---------
20.07 --------------
20.06 ------------
20
06
11.0500 20.06 20.06 20.06 20.06 .
20
06
11_.3000 20.05 20.05 20.05 20.05 .
20
05
11.5!)00 I 20.05 20.05 20.04 20.04 .
20
04
11.8000 20.04 20.04 20.04 20.04 .
20
04
12.0500 I 20.03 20.03 20.03 20.03 .
20
03
12.3000 I 20.03 20.03 20.02 20.02 .
20
02
12.5500 I 20.02 20.02 20.02 20.02 .
20
01

12.8000 I
20.01
20.01
20.01
20.01 .
.
20
01
13.0500 20.01 20.01 20.00 20.00 .
20
00
13.3000 I 20.00 20.00 20.00 20.00 .
19
99
L3.5500 19.99 1.9.99 19.99 19.99 .
19
99
13.8000 I 1.9. 99 19.98 19.98 19.98 .
19
98
1,4 .0500 I 19.98 19.98 19.97 19.97 .
19
97
14.3000 ( 19.97 19.97 19. 97 19. 9'/ .
19
96
1.4.5500 I 19.96 19.96 19.96 19.96 .
9
96
1
14.8000 19.95 19.95 1.9. 95 19. .
.
19
95
15,0500 I 19.94 19.94 19.94 19.94 .
19
94
15.3000 19.94 19. 93 19.93 19.93 .
19
93
15.5500 I 19.93 19.93 19.92 19.92 .
19
92
15.8000 19.92 19.92 1-9.91 19.91 .
1
9
91

16.0500 I
19.91
19.91
19.90
19.90 .
.
_
19
90
16. 19.90 19.90 19.89 19.89 .
19
89
16.5500 I 19.89 19.89 1.9.88 19.88 .
19
88
16.8000
' 19.88 19.87 19.87 19.87 .
19
87
1.
7.0500 I 1.9.87 19.86 19.86 19.86 .
19
86
17.3000 1.9.86 19.85 19.85 19.85 .
19
85
17.5500 I 19.84 19.84 19.84 19.84 .
19
83
17.8000 19.83 1.9.83 19.83 19.83 .
19
82
18.0500 I 19.82 19.82 19.82 1.9.81 .
19
81
18.3000 19.81 19.81 19.80 19.80 .
19
80
1B.!i500 I 19.80 19."19 1-9.79 19.79 .
19
79
1.8.8000 I 1.9.78 19.78 .19.78 19.78 .
1
9
'77
19.0500 I 19.77 19.'77 19. 77 19.76 .
.
19
76
19.3000 I 1.9.76 1.9.'16 19.75 1-9.75 .
19
75
19.5500 19.75 1.9.74 19.74 19.74 .
19
74
19.8000 19.73 19.73 19.73 19.73 .
19
72
20.0500 I 1.9.72 19.72 19.71 19.71 .
19
71
20.3000 I 19.71 19.70 19.70 1.9.70 .
19
70
20.5500 19.69 19.69 19.69 19.69 .
19
68
20.8000 I 19.68 19.68 19.67 19.67 .
19
67
21.0500 19.67 19.66 19.66 1.9.66 .
19
65
21.3000 I 19.65 19.65 19.65 19.64 .
19
64
21-.5500 19.64 19.63 19.63 19.63 .
19.63
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:01 pM
Malpass & Associates
11./15/2005
Type.... Time-Elev Page 6.03
Name.... POND 10 OUT Tag: 1 Event: 1. yr.
File.... MIIaestad\11ondPack\P800-899\P809-IIudson\P809-IIUDSON WETIAND.ppw
Storm... 1 Tag: 1
`T'IME Vs. ET,EVATION (ft)
•
•
Time Output. Time increment = .0500 hrs
hrs I
----- ---I- Time on
----------- left represents
---------- Lime for first value in each row.

21.8000 I
19.62 -
'19.62 ---------
19.62 -------- -
1.9.61. ----------- _
19.61
22.0500 19.61 1-9.61 19.60 19.60 19.60
22.3000 19.59 19.59 19.59 19.59 19.58
'.2.2.5500 I 19.58 19.58 19.57 1.9.57 19.57
22.8000 19.56 19.56 19.56 19.56 1.9.55
23.0500 I 19.55 19.55 .19.54 19.54 19.54
23.3000 I 19.53 19.53 1.9.53 19.53 19.52
23.5500 19.52 19.52 19.51 19.51 19.51

23.8000 I
19.51
19.50
19.50
19.50 .
19.49
24.0500 19.49 19.49 19.48 19.48 19.48
24.3000 19.48 19.47 19.47 1.9. 47 19.46
24.5500 I 19.46 19.46 19.46 19.45 19.45
24.8000 I 19.45 19.44 19.44 19.44 19.43
25.0500 19.43 19.43 19.43 19. 42 19.42
25.3000 .1.9.42 19.42 19.41 19.41 19.41
?_5.5500 19.40 1-9.40 19.40 19.40 1-9.39
25.8000 I 19.39 19.39 19.38 19.38 19.38
26.0500 19.38 19.37 19.37 19.37 1.9.37
26.3000 19.36 19.36 19.36 1.9.36 19.35
26.5500 19.35 19.35 19.35 19.34 19.34
26.8000 I 1.9.34 19.34 19.33 1.9.33 19.33
2"/•0500 19.33 19.32 19.32 19.32 19.32
27.3000 19.31 19.31 19.31 19.31 19.30
27.5500 19.30 19.30 19.30 19.30 19.29
27.8000 I 1.9.29 19.29 19.29 19.28 19.28
28.0500 19.28 19.28 19.28 19.27 19. 27
28.3000 19.27 19.27 19.27 19.26 19.26
28.5500 19.26 19.26 19.26 1.9.25 1.9.25
28.8000 1 19.25 19.25 19.25 19.24 19.24
29.0500 19.24 1.9.24 19.24 19.23 19.23
29.3000 I 19.23 1.9.23 19.23 19.22 1.9.22
29.5500 1.9.22 19.22 19.22 19.22 1.9.21
29.8000 I 19.21. 19.21 19.21 19.21 19.21
30.0500 19.20 19.20 19.20 1.9.20 1.9.20
30.3000 19.20 19.19 19.19 19.19 19.19
30.5500 19.19 19.1.9 19.18 19.18 19.1
8
30.8000 1 19.18 19.18 19.1.8 19.18 .
19.17
31.0500 19.17 1.9. Y/ 19.1 19. 17 19.17
3].3000 1.9.17 19.16 19.16 19.16 19.16
31. 5500 19.16 19.16 19.16 19.15 19.15
31.8000 1 19.15 19.15 19. 15 1.9. 15 19.15
32.0500 I 19. 15 19.15 1.9. 14 19.14 19.14
32.3000 19.14 19. 14 19.14 19. 14 19.14
32 . 5500 1.9. 14 19. 1.3 19.13 19. 1.3 1.9. 13
S/N: EF'YXYWGYYNFB Malpass & Associates
PondPack (]0.00.016.00) 3:01 PM 11/1.5/2005
Type.... Time-E]ev Page 6.04
Name.... POND 10 OUT Tag: 1 EvenL: 1 yr
File.... M:AI-laestad\PondPack\P800-£399\1'809-Iludson\P809-HUDSON WETLAND.ppw
SLo.rrn... 1 Tag: 1.
TIME Vs. ELEVATION (ft)
•
•
Time Output Time increment = .0500 hrs
hrs
-------- I- Time on
------------ left represents
---------------- time for first value in each row.

32.8000
19.13 -
19.13 ---------
19.1.3 -------------
1.9.1.3
19
13
33.0500 I 19.13 19.13 1.9. 12 19.12 .
19
12
33.3000 I 19.12 19.12 19.12 19.12 .
19
12
33.5500 I 19.12 19.12 19. 12 19.11 .
'19
11
33.800(1 19. 11 19.11 19.11. 1.9.1.1 .
1
9
11

34.0500 I
19.11
19.11
19.11
19.11 .
.
.
19
11
34.3000 I 19.10 19. 10 19.10 19. 10 .
1
9
1
0
34.5500 I 19.10 19.10 19.10 19.10 .
.
.
19
1
0
34.8000 19.10 19.10 1.9.10 19. .
.
1
9
10
35.0500 I 19.09 19.09 19.09 19.09 .
.
19
09
3`i.3000 19.09 19.09 19.09 19.09 .
19
09
35.5500
I 19.09 19.09 19.09 19.09 .
19
09
35.8000 19.09 19.09 19.09 19.09 .
19
08
36.0500 I 19.08 19.08 19.08 19.08 .
19
08
36.3000 19.08 19.08 1.9.08 19.08 .
19
08
36.5500 19.08 19.08 19.08 19.08 .
19
08
36.8000
- 19.08 19.08 19.08 19.08 .
19
08
3
1.0500 I 19.08 19.08 19.08 19.0'7 .
19
07
37.3000 19.07 19.0'1 19.07 19.07 .
19
07
37.5500 I 19.07 19.07 19.07 1.9.0'7 .
19
07
37.8000 19.07 19.07 19.07 19.07 .
19
07
38.0500 I 19.07 19.07 19.07 1.9.07 .
19
07
38.3000 19.07 19.0'/ 19.07 19.0'/ .
19
07
38.5500 I 19.07 19.06 19.06 19.06 .
1
9
06
38.8000 19.06 19.06 19.06 19.06 .
.
19
06
39.0500 I 19.06 L9.06 19.06 19. 06 .
19
06
39.3000 19.06 19.06 19.06 1.9.06 .
19
06
39.5500 I 19.06 19.06 19.06 19.06 .
19
06
39.8000 I 19.06 19.06 1.9.06 19.06 .
19
06
40.0500 19.06 19.06 1.9.06 19.05 .
19
05
40.3000 I 19.05 19.05 19.05 19.05 .
19
05
40.5500 19.05 19.05 1.9.05 19.05 .
19
05
40.8000 I 19.05 19.05 19.05 19.05 .
19
05
41.0500 19.05 19.05 19.05 19.05 .
19
05
4-1_.3000 I 19.05 19.05 19.05 19.05 .
19
05
47.5500 19.05 19.05 19.05 19.05 .
1
9
05
41.8000 19.05 19.05 19.05 19.05 .
.
19
05
42.0500 19.05 19.04 19.04 19.04 .
19
04
42.3000 19. 04 19.04 19.04 19.04 .
19
04
42.5500 19.04 19. 19.04 19.04 .
19
04
42.8000 19.04 19. 04 19.04 19. 04 .
19
04
43.0500 I 19.04 19.04 19.04 19. 04 .
1
9
04
43.3000 I 19.04 19.04 19.04 79.04 .
.
19
04
43.5500 I 19.04 19.04 19.04 .
.S/N: E FYXYWGYYNEB
PondPack (1.0.00.016.00) 3:07. PM Mal.pass & Associates
11_/15/2005
Type.... Time vs. Volume Page 1.01
Name.... POND 10 OUT Tag: 1 Event: 1 yr
F',ile.... M:AIlaestad\PondPack\PB00-899\P809--Hudson\P809-HUDSON WETIAND.ppw
Storm... I T a q : 1
TIME vs. VOLUMI, (ac-ft)
•
11
Time Output Time increment = .0500 hrs
hrs
------- -I- Time on left
---------------- represents
---------- time for first value Ln each row.

.0500
.000 -
.000 ---------------
.000 ----------
.000 ----------
.000--
.3000 .000 .001. .001 .001 .002
.5500 .002 .003 .006 .010 .01.6
.8000 I .024 .033 .043 .053 .064
1.0500 I .075 .086 .097 .107 .116
1.3000 .124 .132 L39 .145 .1
50
1.5500 .155 .159 .163 .165 .
.168
1.8000 .170 .1'71 .172 .173 1
73
2.0500 I .173 t'73 172 .172 ,
.171
2.3000 I 170 .169 .168 .166 .165
2.5500 1.64 .1.62 .1.60 .159 .157
2.8000 I .156 .154 .152 .151 .149
3.0500 .147 .146 .144 .142 .141
3.3000 .1.39 .138 .136 .135 .133
3.5500 I .1.32 .L30 .129 .1.27 .1,26
3.8000 .125 .124 .122 .121. .120
4.0500 .1:19 .1-1.8 .117 .116 .1 15
4.3000 I .1:14 .113 .112 .11."1 .110
4.5500 .109 .1.08 .108 .107 .106
4.8000 I .105 .105 .104 .103 .103
=).0500 .102 .101 .101 .100 .100
5.3000 I .099 .099 .098 .098 .097
5.5500 .097 .096 .096 .095 .095
5.8000 .094 .094 .094 .093 .093
6.0500 I .092 .092 .092 .091. .091
6.3000 .09.1 .090 .090 .090 .089
6.5500 .089 .089 .089 .088 .088
6.8000 .088 .087 .087 .087 .087
7.0500 .086 .086 .086 .086 .085
7.3000 .085 .085 .085 .085 .084
7.5500 .084 .084 .084 .084 .083
7.8000 I .083 .083 .083 .083 .082
8.0500 .082 .082 .082 .082 .082
8.3000 .081. .081 .081 .081 .081
8.5500 I .081 .080 .080 .080 .080
8.8000 .080 .080 .079 .079 .079
9.0500 .079 .079 .079 .079 .079
9.3000 I .078 .078 .078 .078 .078
9.5500 l .078 .078 .077 .077 .077
9.8000 .077 .077 .077 .077 .077
1.0. 0500 .0'77 .0'16 .076 .076 .076
10.3000 I .076 .076 .076 .076 .076
10.5500 .075 .075 .0'75 .075 .075
SIN: EP'YXYWG;YYNPB Mal.pass & Associates
PondPack (10.00.01.6.00) 3:01 PM 11/15/2005

Type.... 'Dime vs. Volume Page 7.02
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:AHaestad\PondPack\P£300-899\1'809-Hudson\P£309-HUDSON WETLAND.ppw
St:orrn... "I Tag: 1.
TIME, vs. VOL[JME (ac-ft)

•
TJ.me I Output Time increment = .0500 firs
hr.s
---------I- Time on left-
---------------- represents
------------ time for first value i.n each row.

10.8000

075

.075 --- -------

.075 -
-----------
.075
----------
.074
11.0500 I .0'74 .074 .074 .074 .074
11.3000 .074 .074 .074 .073 .073
11.5500 I .073 .0'73 .0'73 .073 .073
11.8000 I .073 .073 .072 .072 .072
12.0500 I .072 .072 .072 .0'72 .0'12
12.3000 I .072 .071 .071. .0'11_ .071
12.5500 I .071. .071 .071_ .071 .071

1.2.8000 I
.070
.070
.070
.070 .
.070
13.0500 .070 .070 .070 .070 .070
13.3000 I .069 .069 .069 .069 ,069
13.`)500 I .069 .069 .069 .069 .068
13.8000 .068 .068 .068 .068 .068
1.4.0500 I .068 .068 .067 .067 .067
1.4.3000 .067 .06'7 .06"1 .067 .067
14.5500 I .066 .066 .066 .066 .066
14.8000 .066 .066 .066 .065 .065
15.0500 I .065 .065 .065 .065 065
15.3000 I .064 .064 .064 .064 .
.064
15.5500 .064 .064 .064 .063 .063
15.8000 I .063 .063 .063 .063 .062
16.0500 .062 .062 .062 .062 .062
16.3000 .062 .061 .061. .061 .061
16.5500 I .061 .061 .060 .060 .060
16.8000 .060 .060 .060 .060 .059
17.0500
' .059 .059 .059 .059 059
1
1.3000 I .058 .058 .058 .058 .
.058
1.7.5500 I .057 .057 .057 .057 .057
1.7.800() .057 .056 .056 .056 .056
18.0500 .056 .056 .055 .055 055
18.3000 I .055 .055 .054 .054 .
.054
18.5500 ( .054 .054 .054 .053 .053
L8.8000 .053 .053 .053 .0:i2 .052
19.0500 I .052 .052 .052 .052 .051
19.3000 .0`i1 .051 .051. .051. .050
19.5500 .050 .050 .050 .050 .049
1.9.8000 .049 .049 .049 .049 .049
20.0500 I .048 .048 .048 .048 .048
20.3000 I .047 .047 .047 .047 047
20.5500 I .046 .046 .046 .046 .
046
20.8000 I .045 .045 .045 .045 .
.045
21.0500 I .044 .044 .044 .044 .044
21.3000 I .043 .043 .043 .043 .043
21.5500 .042 .042 .042 .042 .042
SIN: EFYXYWGYYNIB
PondPack (10.00.016.00)
3:01. PM
Ma.lpass & Associates
11/15/2005
•
Type.... Time vs. Volume Page 7.03
Name.... POND 10 OUT Tag: 1 Event: 1 yr_
L'i_le.... M:AIlaestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND.ppw
Storm... 1 Tag: 7
TIME vs. VOLUME (ac-ft)
•

Time Output Time increment = .0500 hrs
hrs I
---- ---- Time on left
--------------- represents ti
---------- me for first value in each row.

21.8000 I
.041 ------
.041_ ------------
.041. --- --------
.041 ----------
.040
22.0500 .040 .040 .040 .040 .039
22.3000 I .039 .039 .039 .039 .038
22.5500 I .038 .038 .038 .038 037
22.8000 .037 .037 .037 .037 .
.036
23.0500 I .036 .036 .036 .035 .035
23.3000 I .035 .035 .035 .034 .034
23.5500 .034 .034 .034 .033 033
23.8000 I .033 .033 .033 .032 .
032
24.0500 I .032 .032 .032 .031 .
.031
24.3000 I .031 .031 .031 .030 .030
24.5500 .030 .030 .030 .029 .029
24.8000 I .029 .029 .029 .028 .028
25.0500 I .028 .028 .028 .02'7 .027
25.3000 .027 .02'7 .027 .026 .026
25.5500 .026 .026 .026 .025 .025
25.8000 .025 .025 .025 .025 .024
26.0500 I .024 .024 .024 .024 .023
26.3000 .023 .023 .023 .023 .023
26.5500 I .022 .022 .022 .022 022
26.8000 .022 .021 - .021. .021 .
021
27.0500 I .021 .021. .020 .020 .
020
27.3000
- .020 .020 .020 .020 .
019
2
1.5500 .019 .019 .07.9 .019 .
019
27.8000 .019 .018 .018 .018 .
018
28.0500 .018 .018 .018 .01'/ 01'7
28.3000 I .017 .017 .017 .017 017
28.5500 .016 .016 .016 .016 .016
28.8000 I .016 .016
.016
.015 ,-
0:1
?
29.0500 .01.5 .015 .015 .015 .
_.
015
29.3000 I .015 .014 .014 .014 .
014
29.5500 I .01.4 .014 .01.4 .014 .
01
3
29.8000 .013 .013 .013 .013 .
.
013
30.0500 f .013 .013 .013 .01.2 .
012
30.3000 .012 .012 .012 .012 .
012
30.5500 I 012 .012 .012 .O1] .
01
1
30.8000 .011 .011 .
.
011
31.0500 I .011 .011 .011 .011. 010
31.3000 I .010 .010 .010 .010 .
01
0
3].5500 010 .010 .010 .010 .
-
010
31..8000 010 .009 .009 .009 .
.009
32.0500 .009 .009 .009 .009 009
32.3000 .009 .009 .009 .009 .
009
32.5500 I .008 .008 .008 .008 .
.008
S/N: EFYXYWCYYNIB
PondPack (10.00.016.00)
3:01 PM
Mal-pass & Associates
7.1/15/2005
'T'ype.... Time vs. Volume Page 7.04
Name.... POND 10 OUT Tag: 1 Event: 1 yr
F-i_le.... M: AIlaestad\PondPack\P800-899\11809--Hud3on\11809-HUDSON WE'1'1,AND.ppw
Storm... 1. 'rag: 1
TTME vs. VOLUME (ac-fl.)
0
J
Time Output Time increment = .0500 hrs
hrs
-- -I- Time on left
------------ represents ti me for first value in each row.

32.8000 I
.008
.008 -------------
.008 ----------
.008 -----------
.008
33.0500 .008 .008 .008 .008 .008
33.3000 .008 .008 .00'7 .007 .007
33.`1500 I .007 .007 .007 .007 .007
33.8000 .007 .007 .007 .007 .007
34.0500 .007 .007 .007 .007 .007
34.3000 .006 .006 .006 .006 .006
34.5500 I .006 .006 .006 .006 .006
34.8000 I .006 .006 .006 .006 .006
35.0500 .006 .006 .006 .006 .006
35.3000 .006 .006 .006 .006 .006
35.5500 I .006 .005 .005 .005 .005
35.8000 .005 .005 .005 .005 .005
36.0500 .005 .005 .005 .005 .005
36.3000 I .005 .005 .005 .005 .005
36.5500 .005 .005 .005 .005 .005
36.8000 I .005 .005 .005 .005 .005
3.7.0500 .005 .005 .005 .005 .005
37.3000 .005 .005 .005 .005 .004
37.5500 I .004 .004 .004 .004 .004
37.8000 .004 .004 .004 .004 .004
38.0500 I .004 .004 .004 .004 .004
38.3000 .004 .004 .004 .004 .004
38.5500 I .004 .004 .004 .004 .004
38.8000 I .004 .004 .004 .004 .004
39.0500 .004 .004 .004 .004 .004
39.3000 I .004 .004 .004 .004 .004
39.5500 .004 .004 .004 .004 .004
39.8000 I .004 .004 .003 .003 .003
40.0500 .003 .003 .003 .003 .003
40.3000 I .003 .003 .003 .003 .003
40.5500 I .003 .003 .003 .003 .003
40.8000 I .003 .003 .003 .003 .003
41.0500 .003 .003 .003 .003 .003
41.3000 .003 .003 .003 .00:3 .003
41.5500 I .003 .003 .003 .003 .003
41.8000 .003 .003 .003 .003 .003
42.0500 .003 .003 .003 .003 .003
42.3000 I .003 .003 .003 .003 .003
42.5500 .003 .003 .003 .003 .003
42.8000 I .003 .003 .003 .003 .003
43.0500 .003 .002 .002 .002 .002
43.3000 I .002 .002 .002 .002 .002
43.5500 .002 .002 .002
SIN: EE'YXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
Type.... Vol: Elev-Area
Name.... POND 1.0
Page 8.01
File.... M:AHaestad\PondPack\P800-899\P809-13udson\P809-1]ODSON WETLAND.ppw
L; 1.evation Planimet_er- Area A"LiA21sgr.(Al.*A2) Volume Volume Sum
(ft) (sq.in) (sq.ft) (sq.ft)
----- (ac-f t:) (ac-ft)

]9.00
----- 2671 ---
0 -------
.000 ---------
.000
20.00 ----- 3393 9074 .069 .069
21.00 ----- 4168 11322 .087 .156
22.00 ----- 5016 13756 .105 .261
POND VOLUME EQUATIONS
* .Incremental. volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-ELI) * (Area]. + Area2 I sq.rt.(Areal*Area2))
where: EL1, E1,2 = Lower and upper elevations of the increment
Areal_,Area2 = Areas computed for ELI., EL2, respectively
Volume = Incremental- vo ume between ELI and EL2

S/N: i;I'YXYWGYYNFB Mal.pass & Associates
PondPack (10.00.016.00) 3:01. PM 11/15/2005
Type.... OuLI_et Input Data
Name.... Outlet: 1.
Page 9.01.
0 File.... M:\Ilaestad\PondPack\P£300-1399\P809-Iludson\PB09-f1UDSON WETLAND.ppw
REQUESTED POND WS ELEVATIONS:
Min. El.ev.= 19.00 ft
Increment = .0£3 ft
Max. E.I.ev.= 22.00 ft
**********************************************
OUTLE'l' CONNECTIVITY
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Onl.y (DnStr_eam to UpStream)
<---> Forward and Reverse Both Allowed
Structure No. Outfall. El, ft E2, ft
----------------- ---- ------- --------- ---------
Orifice--C:ircul_ar 00 ---> CO 19.000 22.000
Weir-Rectangular WO ---> CO 20.000 22.000
Culvert-Circular CO ---> TW 19.000 22.000
TW SETUP, DS Channel
C:
•
S/N: El?YXYWGYYNFB Malpass & Associates
PondPack (1.0.00.016.00) 3:01 PM 11/15/2005
`t'ype.... Outlet. Input Data
Name.... Outlet 7
Page 9.02
Fi_le.... M:AIlaestad\PonciPack\P800-899\PB09-Iludson\PII09-HUDSON WETLAND.ppw
OUTLET S'T'RUCTURE INPUT DATA
Structure 11) = 00
Structure Type = Orifice-Circular
------------------------------------
4 of Openings 1
Invert Elev. - 19.00 ft
Diameter = 2.00 in
Orifice Coeff. _ .600
Structure ID _ WO
Structure Type
----------------- = Weir-Rectangular
-----------

#k of Openings ---------
= 1.
Crest Elev. = 20.00 ft
Weir Length =- 2.00 ft
Weir. Coeff. _ .300000
Weir T'W effects (Ilse adjustment equation)

E
S/N: ED'YXYWGYYNF'B Maipass & Associates
PondPack (10.00.O1(i.00) 3:01 PM 11-/15/2005
Type.... Outlet Input Data
Name.... Outlet. :L
Page 9.03
0 FJ.Ie.... M:AHaestad\PondPaclk\11800-899\P809--Hudson\P809-HUDSON WE'1'LAND.ppw
OU`I'LE`C STRUCTURE INPUT DATA
Structure 1D = CO
Str_uct.ure Type -
------------------- Culvert-Ci rcular

No. Barrels = -----------
I ------
Barrel. Diameter = 7.5.00 in
Upstream Invert = 19.00 ft
DnsLr.eam invert: = 1.9.00 ft
Hori_z. Length = 20.00 ft
Barrel. Length 20.00 ft
Barrel Slope = .00000 f.t/fL
OUTLET CONTROL, DATA ...
Manni.ngs n = .0130
Ke = .2000 (forward entrance loss)
Kb = .023225 (per ft of full flow)
Kr = .2000 (reverse entrance .loss)
IIW Convergence = .001 +/- ft
INLET CONTROL DATA . ..
Equat:i.on Eorm = 1
Inlet Control K = .0095
Lnl.et Control M -
Intel- Cont.rol_ c 2.0000
.031')0
Inlet: Control Y = .6900
TI ratio (HW/D) = 1..09`i
'1'2 rat: .o (HW/D) = L .197
Slope Factor = -,500
Use unsubmerged inlet control_ Form 1 equ. below TJ e.1ev.
Use submerged inlet control Form 1. equ, above 'I'2 elev.
In transition zone between unsubmerged and submerged inlet control,
interpolate between flows at 'I'1 & T2 ...
At T1 K1,ev = 20.37 ft ---> flow = 9.80 cfs
At T2 Elev = 20.50 fL ---> Flow = 5.99 cf:s
Structure ID = 'L'W
Structure Type == TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES ...
Maximum l:terations= 90
Min. TW tolerance = .01 ft
Max. '1'W tol.erance = .01. ft
Min. HW Lol_er.ance = .01 ft
Max. HW tolerance = .01 ft:
Mill . Q tolerance = .00 cfs
Max. Q tolerance = .00 cfs
•
S/N: EFYXYWGYYNFB Mal.pass & Associates
11ondPack (10.00.016.00) 3:01 PM 11/15/2005
Type .... Individual. Outlet Curves
Name.... Outlet 1
Page 9.04
• Fi.le.... M:\Haestad\PondPack\PBOO-899\P809-Iludson\P809-1IUDSON WETLAND.ppw
RATING `FABLE FOR ONE OUTLET TYPE
•
•
Structure
---------- ID = 00
---------- (Orifice-
--------- Circular)
----

Upstr_eam
ID = ( -----
Pond Water. Surface)
DNstrearn ID = CO (Culvert- Circular)
Pond WS. Device (intro) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q 11W HGL DS HGL DS 11GL Error Error TW Error
ft
-------- cfs
------- It
- ------- ft
---- It +/-ft + /-cfs ft +/-ft

19.00
.00
... ----
... -------
... ------ -
... -----
... ----
Free --- -------
Outfall.
WS below an invert; no flow.
19.08 .01 19.08 19.06 19.06 .000 .000 Free Outfall
BACKWATER CONTROL,.. Vh= .020ft hwDi= .063ft I,bw= Oft Hev= .OOft
1.9.17 .02 19.17 19.11. 19.11 .000 .000 Free Outfall
II =.06
19.25 .04 19.25 19.13 19.13 .000 .000 Free Outfall
H =.12
1.9.33 .05 19.33 19.14 19.1.4 .000 .000 Free Outfall.
H =.19
1.9.42 .05 19.42 19.15 1.9.15 .000 .000 Free Outfall
11 =.26
19.50 .06 19.50 19.16 19.16 .000 .000 Free Outfall
11 =.34
19.58 .07 19.58 19.17 19.17 .000 .000 Free Outfall
H =.42
19.67 .07 19.67 19.17 19.17 .000 .000 Free Outfa.ll.
H =.49
19.75 .08 19.75 19.18 19.18 .000 .000 Free Outfall
11 = . 5'1
19.83 .08 19.83 1.9.1.9 19.19 .000 .000 Free Outfall
H =.65
19.92 .09 19.92 19.19 19.19 .000 .000 Free Outfall
H =.73
20.00 .09 20.00 19.19 19.19 .000 .000 Free Outfall
H =.81
20.08 .10 20.08 19.21 1.9.21 .000 .000 Free Outfall.
FI =.87
20.17 .10 20.17 19.23 19.23 .000 .000 Free Outfall
11 =. 93
20.25 .1.0 20.25 19.26 19.26 .002 .000 Free Outfall
11 =.99
20.33 .11. 20.33 19.29 19.29 .000 .000 Free Outfall
11 =1.04
20.42 .11 20.42 19.32 19.32 .000 .000 Free Outfall
H =1.10
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:01 PM
Malpass & Associates
1.1/15/2005
Type.... Individual Outlet Curves
Name.... Outlet 1.
Page 9.05
0 File.... M: \Ilaesl:ad\PondPack\PBO0-899\P809-Hudson\PB09-IIIIDSON WE'I'LAND.ppw
•
•
RATING TABLE, FOR ONE OUTLET TYPE
Structure TD
---------- = 00 (Orifice -Circular)
---
Upstream 7:D --------
= ( ---------
Pond Wat ----------
er Surface)
DNst:ream ID = CO (Culvert -Circular.)
Pond WS. Device (into) Converge Next DS I1GL Q SUM DS C han. TW
Elev. Q HW IIGI-, DS HGL DS HGI? Error Error TW Error
ft
-------- cfs
------- ft
- ------- - f. t.
------- f: t.
- I/-ft 1 /-cfs ft +/-ft

20.50
.11
20.50
19.34 ------
19.34 ------ -
.000 -----
.000 ----
Free --- -------
OLItfall
11 =1.16
20.58 .12 20.58 19.37 19.37 .000 .000 Free Outfall
H =1.21.
20.67 .12 20.67 19.40 19.40 .000 .000 Free Outfall
H =1.26
20.75 .1.2 20.75 19.43 19.43 .000 .000 free Outfall
11 =1.32
20.83 .12 20.83 19.46 19. 46 .000 .000 Free Outfa.ll
It ==l.38
20.92 .13 20.92 19.48 19.48 .000 .000 Free Outfall
11 -1.43
21.00 .13 21.00 19.51 19.52 .004 .000 Free Outfall
Il =1.49
21.08 .13 21.08 19.54 19.54 .004 .000 Free Outfall
11 =1.54
21.11 .13 21.1-1 19.57 19.57 .000 .000 Free Outfall.
H =1.60
21.25 .1.4 21.25 19.59 1.9.59 .000 .000 Free Outfall
11 =1.66
21.33 .14 21.33 19.62 -1.9.62 .000 .000 Free Outfall
H =1.72
21.42 .14 21.42 19.64 19.65 .004 .000 Free Outfall
li =1.77
21.50 .1.4 21.50 19.6'7 19.67 .000 .000 Free Outfall
H =1.83
21.58 .14 21.58 19.70 19.'70 .000 .000 Free Outfall
11 =1.89
21.67 .1.5 21.67 1.9.'72 19. 72 .000 .000 Free Outfal.l
H =1 .94
21.75 .7.5 21..75 19.75 19.75 .000 .000 Free Outfall
H =2.00
21.83 .15 21.83 19.78 7.9.78 .002 .000 Free Outfal.l.
H =2.06
21.92 L5 21.92 19.80 19.80 .000 .000 Free Outfal-1
H =2.12
SIN: EFYXYWGYYNF'H
PondPack (10.00.016.00)
3:01 PM
Malpass & Associates
11/15/2005
Type .... Individual Outlet Curves
Name.... Outlet. 1
Page 9.06
0 File.... M:\Iiaestad\PondPack\P800-899\P809-Iludson\PB09-IiU5SON WE`I']AND.ppw
RATING TABLE FOR ONE OOTLET TYPE
Structure
--------- ID = 00 (Orifice-Circular)
-
Upstream ---------
ID = -------------------
(Pond Water. Surface)
DNstr.eam ID = CO (Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS l1GL Error Error 111W Error
ft cfs ft fL ft. +/-ft 1/-cfs ft -1-/-ft

22.00
.15 22.00
19.83 - ------
19.83 .000 .000 ------- -------
Free Outfall
H =2.17

•
SIN: fill'YXYWGYYNF'B Malpass & Assoc.i_aLes
PoridPack (10.00.016.00) 3:01 PM 11/15/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 9.07
0 Fi-Ie.... M:AHaestad\PondPack\Pf300-899\P809-Hudson\P809-ZIUDSON WETLAND.ppw
RA'Z'ING TABLE I?OR ONE OUTLET TYPE
Structure
---------- ID
-- = WO
-------- (Weir-Rectangular)
---------------

Upstream
ID
= (
Pond Water ----
Surface)
DNstream ID = CO (Culvert-C ircular)
Pond WS. Device (intro) C onverge Next DS 11G1_, Q SUM DS C han. TW
Elev. Q HW 11GL DS IIGL DS llGT, Error. Error TW Error
ft cfs ft ft ft I/-ft + /-cfs ft i/-ft:

19.00
.00
...
... -
... -------
...
... ----
Free --- -------
Outfall
WS below an :invert; no flow.
19.08 .00 ... ... ... ... ... Free OuLfal.l.
WS below an :invert; no flow.
19.17 .00 ... ... ... ... ... Free Outfal.l-
WS below an invert; no flow.
19.25 .00 ... ... ... ... ... Free Outfall
WS bel.ow an invert; no flow.
19.33 .00 ... ... ... ... ... Free Outfall.
WS below an invert; no flow.
19.42 .00 ... ... ... ... ... Free Outfal-1
WS below an invert.; no flow.
19.50 .00 ... ... ... ... ... Free Out--fall

19.58
.00 WS below
... an invert;
... no flow.
...
...
...
Free
Out: [all
WS be:l.ow an i-nvert; no flow.
19.67 .00 ... ... ... ... ... Free Out-fall-
WSbelow an invert; no flow.
19.75 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.83 .00 ... ... ... ... ... Free Outfall
WS below an .invert.; no flow.
19.92 .00 ... ... ... ... ... Free Outfall
WS below an invert; no fl.ow.
20.00 .00 ... ... ... ... ... Free Out.fall
WS below an invert.; no flow.
20.08 .01. 20.08 Free 19.21 .000 .000 Free Outfall
ll=.08; Ilt w= .00; Qfr ee=.01;
20.17 .04 20.17 Free 19.23 .000 .000 Free Outfall-
IT=.7.7; I1t w= .00; Qfr ee=.04;
20.25 .07 20.25 Free 19.26 .000 .000 Free Outfal-l-
ll=.25; Ht w= .00; Qfree=.07;
20.33 .12 20.33 Free 19.29 .000 .000 Free Outfall.
H=.33; Ht w= .00; Qfree=.12;
20.42 .16 20.42 Free 19.32 .000 .000 Free Outfall
H=.42; Zlt w= .00; Qfree=.16;

SIN: EFYXYWGYYNFI3
PondPack (10.00.016.00)
3:01 PM
Malpass & Associates
11/1.5/2005
Type.... Ind?i_vidua. Outlet Curves
Name.... Outlet 1
Page 9.08
File.... M:\fiaesLad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND.ppw
0
u
RATING TABLE FOR ONE OUTLET 'T'YPE:
Structure TD
------------ = WO (Weis-Rec tangular)
---
Upstream ID ------
= ------------------------
(Pond Water Surface
)
DNstream 1D = C O (Culvert- Circular)
Pond WS. Device (into) C onver ge Next DS HGL Q SUM DS C han. TW
Elev. Q HW HGT, DS IIG L DS fIGL Error Error `I'W Error
ft cf:s fL ft ft -f-/-ft + /-cfs ft l/-ft

20.50
.21
20.50
Free
7.9.34 - -
.000 -----
.000 ----
Free --- -------
Outfa.ll
H=.50; Htw= .00; Qfree=.21;
20.58 .27 20.58 Free 19.37 .000 .000 Free Outfall
H=.58; lltw= .00; Qfree=.27;
20.6'1 .33 20.67 Free 19.40 .000 .000 Free OuLf.all
ll=.67; lltw= .00; Qfree=.33;
20.75 .39 20.75 Free 19.43 .000 .000 Free Outfall
I1=.75; Iltw= .00; Qfree=.39;
20.83 .46 20.83 Free 19.46 .000 .000 Free Outfall-
11=.83; Htw= .00; Qfree=.46;
20.92 .53 20.92 Free 19.48 .000 .000 Free OuLf:all
H=.92; Htw= .00; Qfree-.53;
21.00 .60 21.00 Free 19.52 .000 .000 Free Outfalll
1-1=1.00; Htw =.00; Qfree=.60;
21.08 .68 21.08 Free 19.54 .000 .000 Free Outfall
11=1.08; Iltw =.00; Qfree=.68;
21.1'1 .76 21.17 Free 19.57 .000 .000 Free Outfall
11=1..17; Htw =.00; Qfree=.76;
21.25 .84 21.25 Free 19.59 .000 .000 Free OuLEa].1
11=1.25; 11tw =.00; Qfree=.84;
21.33 .92 21.33 Free 1.9. 62 .000 .000 Free Outfall
11=1.33; 11tw =.00; Qfree=.92;
21.42 1.01 21.42 Free 19.65 .000 .000 Free Outfall
11=1..42; 11tw=.00; Qfree=1.01;
21.50 1.10 21.50 Free 19.61 .000 .000 Free Outfall
11=1.50; 11tw =.00; Qfree=1.10;
21.58 1.20 21.58 Free 19.'10 .000 .000 Free Outfall
11=1.58; Htw =.00; Qfree=1.20;
21.. fi'7 1.29 21.67 Free 19.'12 .000 .000 Free Outfall
11=1.67; litw =.00; Qfree=1.29;
21.'15 1.39 21.75 Free 1-9.75 .000 .000 Free OLIt fall
I1=1..75; Htw =.00; Qfree=1.39;
21.83 1.49 21.83 Free 1.9.78 .000 .000 Free Outfall
11=1.83; Iltw =.00; Qfree=1.49;
21.92 1.59 21.92 Free 19.80 .000 .000 Free Out:fall
11=1..92; Iltw =.00; Qfree=1.59;
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:01 PM
Malpass & Associates
1.1/15/2005
Type .... Indivi-dua'L Outlet Curves
Name.... OuC-let I
Page 9.09
0 F.i.e.... M:AHaestad\PondPack\P800-899\P809-Iludson\P809-HUDSON WETLAND.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure TD = WO (Weir-Rectangular)
----------------------------------------
Upstream ID = (Pond Water_ Surface)
DNstream TD = CO (Culvert-Circular)
Pond WS. I)ev.i-ce (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGT, DS 11GL DS HGL Error. Error TW Error
ft cfs fC [t ft +/-ft 1/-cfs ft I/-ft
------ ------- -------- -------
22.00 1.70 22.00 Free 19.83 .000 .000 Free Outfall
H=2.00; Htw=.00; Qfree=1.70;
•

SIN: El`YXYWGYYNFB Malpass 5 Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
`T'ype.... lnd.ividual Outlet Curves
Name.... Outlet ].
Page 9.10
File.... M:AIlaestad\PondPacl<\P£300-899\P809-Hudson\P809-HUDSON WE'T'LAND.ppw
0
•
RATING 'T'ABLE FOR ONE OUTLET 'T'YPL:
Str_ucCure
---------- ID = CO
------------ (Culvert.-Circ
------------- ular)

Mannings o -------
pen channel maximum capacity:
.00 c
fs
Upstream ID's= 00, WO
DNstream 11) = TW ( Pond Outfalll)
Pond WS. Device (intro) Converge Next DS HGL Q SUM DS Cha n. TW
Elev. Q HW HGL DS HGL DS HGL Error E rror TW E:rro r
ft cfs f1 ft ft I-/- fL -I/ -cfs ft -t/-f t

19.00
.00
...
...
... .
.. ---
... -------- -----
Free Outfal_I --
WS below an invert; no flow.
19.08 .01 19.06 Free Free .000 .000 Free Outfal_l
BACKWA'T'ER CONTROL.. Vh= .OOlft hwDi= .062ft Lbw= 20.Of.t Hev= .OOfC.
19.1'7 .03 19.11 Free Free .000 .001 Free Out-fall
BACKWATER CONTROL.. Vh= .004ft hwDi= .106ft I,bw= 20.Oft Hev= .OOft
19.25 .04 1.9.13 Free Free .000 .000 Free Outfall
BACKWA'T'ER CON'T'ROL.. Vh= .005ft hwDi= .122ft: I,bw= 20.Of:t Hev= .OOft
19.33 .05 19.14 Free Free .000 .001. Free Outfall
BACKWATER CONTROL.. Vh- .007ft hwD.i.= .134ft Lbw= 20.01t Hev= OOfL
1.9.42 .05 19.15 Free 1!'ree .000 .000 Free OuLfall
BACKWATER CONTROL.. Vh= .007fL hwD.i= .144f1 Lbw= 20.Oft Hev= .OOft
19.50 .06 19.16 Free Free .000 .001 Free Outfall
BACKWA'T'ER CONTROL,.. Vh= .008ft hwD.L= .151fi_ Lbw= 20.Oft Hev= .OOft
19.58 .07 19.17 Free Free .000 .001 Free Outfal.l
BACKWATER CONTROL.. Vh= .009ft hwDi= .158f.t Lbw= 20.Oft Hev= .OOft.
19.6'7 .07 1.9.17 Free free .000 .000 Free Outf.all
BACKWATER CONTROL.. Vh= .009ft hwDi= .164fL Lbw= 20.Oft Hev= .OOft
19.75 .08 19.18 Free Free .000 .001. Free Outfall
BACKWA'T'ER CONTROL.. Vh-- .010ft hwDi.= .168fL Lbw= 20.Oft Hev= .OOft
19.83 .08 1.9.19 Free Free .000 .000 Free Ou tfall
BACKWATER CON'T'ROL.. Vh= .010ft hwDi.= ."1.74f.t Lbw= 20.0[t Ilev= .OOft
1.9.92 .09 19.19 Free Free .000 .000 Free Outfall
BACKWATER CON`T'ROL.. Vh= .011f:t hwDi.= .178ft: ],bw= 20.Oft Hev= .OOft
20.00 .09 19.1.9 Free Free .000 .000 Free Outfalll.
BACKWA'T'ER CONTROL.. Vh= .011ft hwDi= .181ft Lbw= 20.Oft Hev= .OOft
20.08 .11. 19.21. Free Free .000 .000 Free Outfall
BACKWATER CONTROL.. Vh= .013ft hwDi= .196ft Lbw= 20.Oft Hev= .OOft
20.I'l .14 19.23 Free Free .000 .000 Free Outfall
BACKWATER CON'T'ROL.. Vh- .015ft hwDi= .2]_7ft 1,bw= 20.Oft Hev= .OOft
20.2-1) .18 19.26 Free Free .000 .001 Free Outfall
BACKWATER CONTROL.. Vh= .018ft hwDi= .239ft Lbw= 20.Oft Hev= .OOft
20.33 .22 19.29 Free Free .000 .000 Free Outfall
BACKWATER CONTROL.. Vh= .021ft hwDi= .265f.t I,bw= 20.Oft Hev= .OOft
20.42 .2'1 19.32 Free Free .000 .001 Free Outfalll
BACKWATER CONTROL.. Vh= .025ft hwl)i= .288 ft Lbw= 20.Of:t Hev= .00ft
SIN: EF'YXYWGYYNF'B
PondPack (10.00.016.00)
3:01_ PM
Malpass & Associates
11/15/2005
Type .... Indi-vi.dual. Outlet Curves
Name.... Outlet 1.
Page 9.11
F:i..le.... M:\Haestad\PondPack\P800-899\13809-Iludson\P809-IiUDSON WETLAND.ppw
RATING TABLE FOR ONE: OUTLET TYPE
Structure ID = CO (Culvert-Circular.)
--------------------------------------
Mannings open channel maxi-mum capacity: .00 cfs
Upstream ID's= 00, WO
DNstream ID = Tw (Pond Outfalll)
•
•
Pond WS
Elev.
ft
20.50
20.58
20.67
20.75
20.83
20.92
21.00
21.08
21.17
21.25
21-.33
21.42
21.50
21.58
21.67
21..75
21.83
21.92
Device (into) Converge Next
Q HW TIGL DS HGL DS IIGI,
cfs ft ft ft
-------- ------- -------- -------
.32 19.34 Free Free
BACKWA'T'ER CONTROL.. Vh= .029f
.38 19.37 Free Free
BACKWATER CONTROL.. Vh= .033f
.44 19.40 Free Free
BACKWA'T'ER CONTROL.. Vh= .036f
.51 19.43 Free Free
BACKWA'T'ER CONTROL.. Vh= .040f
.58 19.46 Free Free
BACKWATER CONTROL.. Vh .044f
.65 19.48 Free Free
BACKWATER CONTROL.. Vh= .048f
.73 19.52 Free Free
BACKWA'T'ER CONTROL.. Vh= .053f
.81. 19.54 Free Free
BACKWATER CONTROL.. Vh= .057f
.89 19.57 Free Free
BACKWATER CONTROL.. Vh= .061.f
97 19.59 Free Free
BACKWATER CONTROL.. Vh= .065f
1.06 19.62 Free Free
BACKWATER CONTROL.. Vh= .070f
1.15 19.65 Free Free
BACKWATER CONTROL.. Vh= .073f
1.29 19.67 Free Free
BACKWATER CONTROL.. Vh= .078f
1-.34 19.70 Free F'r'ee
BACKWATER CONTROL,.. Vh= .083f
1.44 .1.9.72 Free Free
BACKWATER CONTROL.. Vh= .087f
1.54 19.75 Free Free
BACKWATER CONTROL.. Vh= .092f
1..64 19.'/8 Free Free
BACKWATER CONTROL.. Vh== .097f
1.75 19.80 Free Free
BACKWATER CONTROL.. Vh- .102f
DS HGL Q SUM DS Chan. TW
Error Error TW Error
]/-ft -i/-cfs ft -1/-ft
------ ------ ------- -------
.000 .001 Free OutfalL
t hwD.i.= .311ft Lbw= 20.0ft Hev= .00ft
.000 .001 Free Outfall
t hwDi= .335ft Lbw= 20.Oft llev= .00ft
.000 .001- Free Outfall.
t hwl)i= .358ft Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwDi-= .381ft Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfal.l
t hwDl= .404ft Lbw= 20.0ft Hev= .00ft
.000 .000 Free Outfall
t hwDi.= .42'/ft Lbw= 20.0f.t Hev= OOfL
.000 .001 Free Outfall
t hwDi= .448ft Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwDi= .470f.t Lbw= 20.Of.t Hev= .00ft
.000 .000 Free Outfal.l-
t hwDi= .493ft Lbw= 20.Of.t Hev= .00ft
.000 .001 Free Outfal.l
t hwDi.= .514ft lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
t hwDi. .535ft Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwDi.= .557ft Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwD.i.= .578ft Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwD.i .598f.t Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwDi.= .61.9ft Lbw= 20.Of.t Hev= .OOft:
.000 .001 Free Outf:all
t hwDi= .640ft Lbw= 20.Of.t Hev= .OOft
.000 .002 Free Outf.all
t hwDi= .659ft Lbw= 20.Oft Hev= .00ft
.000 .001 Free Outfall
t hwl)i= .680ft Lbw= 20.Oft Hev= .00ft
S/N: EFYXYWGYYNFB Mal.pass & Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
Type.... :Individual Outlet. Curves
Name.... outlet: 1
Paqe 9.1.7_
File.... M:\Llaestad\PondPack\P80O--899\P809-Iludson\P809-IIUDSON WE;TT,AND.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure 1:D = CO (Culvert--C.i.r.cul_ar.)
--------------------------------------
Mann.i_ngs open c:hannel_ maximum capacity: .00 cfs
UPstr_eam ID's= 00, WO
DNs3Lream iD = TW (Pond Out-fall)
Pond WS. Device (i_rrto) Converge Next DS 11CL Q SUM DS Chan. TW
Elev. Q IIW IIG]_, DS 11GL DS IIGL Error Error TW Error
ft cfs ft ft ft /-ft: -f/--cfs ft 1/-ft
-- ------ - - - - - - - -------
22..00 1.85 19.83 free Free .000 .001 Free Outfal_l
BACKWATER C:ONTROL.. Vh= .106ft hwDi= .7006: Lbw= 20.0ft I-lev= .OOft
0
is
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:OL PM 11/1.5/2005
•
Type.... Composite Rating Curve
Name.... Outlet: 1
Page 9.13
***** COMPOSTTE OUTFLOW SUMMARY ****
0
•
WS Elev, 'T'otal. Q Notes
- ------- ------- -- Converge
Elev. Q '1'W El ev Error
ft
-------- cfs
------- ft
------ F/-ft
-- - Contributi ng Structures

19.00
.00
free ----
Outfall ---------------------------
(no Q: OO,WO,CO)
19.08 .01 Free Outf_all OO,CO (no Q: WO)
1.9.L7 .03 Free Outfall OO,CO (no Q: WO)
1.9.25 .04 Free Outfall OO,CO (no Q: WO)
19.33 .05 Free 0 utfa1.1 OO,CO (no Q: WO)
19.42 .05 Free OuLfall 00,CO (no Q: WO)
19.50 .06 Free Outfall OO,CO (no Q: WO)
.1.9.58 .07 Free Out-fall- 00,CO (no Q: WO)
19.6'1 .07 Free OuLfa.ll OO,CO (no Q: WO)
19.75 .08 Free Outfall OO,CO (no Q: WO)
19.83 .08 Free Ontfall 00,C0 (no Q: WO)
19.92 .09 Free Outfall. 00,CO (no Q: WO)
20.00 .09 ]Free Outfall 00,00 (no Q: WO)
20.08 .11 Free Outfall OO,WO,CO
20.1.'1 .14 Free Outfall. OO,WO,CO
20.25 .18 Free Outfall OO,WO,CO
2.0. 33 .22 Free Outfall 00, W0, CO
20.42 .27 Free Outfall OO,WO,CO
20.50 .32 Free Outfall OO,WO,CO
20.58 .38 Free Outfall o0,WO,C0
20.67 .44 Free 0 utfa11. OO,WO,CO
20.75 .51 Free Outfall OO,WO,CO
20.83 .58 Free OutfalI 00,WO,C0
20.92 .65 Free Outfall. OO,WO,CO
21.00 .73 Free Outfall OO,WO,CO
21.08 .81 Free Outfal_l_ OO,WO,CO
21..7.1 .89 1?r_ee Outfall O0,W0,CO
21.25 .9v Free Outfall_ ()0, wo, co
21.33 1.06 Free Outfall OO,WO,CO
21.42 1_.1.5 Free Out.f.al.l ()0, wo, co
21.50 1.24 free Outf.al.I OO,WO,CO
21.58 1.34 Free Outfall_ OO,WO,CO
21.6'1 1.44 Free Outfal.l O0,WO,C0
21.75 1.54 free Outfal.l OO,WO,CO
21.83 1.64 Free Outfalll. OO,WO,CO
21.92 1.75 Free Outfa.i.l OO,WO,CO
22.00 1.85 Free Outfall OO,WO,CO
SIN: FTYXYWGYYNF13
PondPack (10.00.016.00)
3:01 PM
Malpass & Associates
11/15/2005
Type.... Pond C-V-Q Table Page 10.01
Name.... POND 10
Fi.Ie.... M:AIlaestad\PondPack\P800-899\P809-Iludson\13809-HUDSON WETLAND.ppw

LEVEL POOL ROUTING DATA
HYG Dir = M:\Ilaestad\1-)ondPack\P800-899\P809-Hudson\
Inflow HYG file = NONE STORED - POND 1.0 IN 1.
Outflow HYG file = NONE STORED - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 1.0
Pond Outlet. Data = Outlet I
No Infiltration
1N.ITIAL CONDITIONS
Starting WS Elev = 1-9.00 ft
Starting Volume = .000 ac-ft-
Starting Outflow = .00 cf.s
Starting Infiltr. _ .00 cfs
Starting Total_ Qout= .00 cfs
Time Inc rement: _ .0500 hrs
Elevation Outflow Storage Area InfiIt. Q oLaI 2S/C + O
ft cfs ac-ft
- sq.ft
------------ cfs cfs cfs

7.9.00
.00
.000 --
2671 -----------
.00 ------------
.00 ---------
-- .00
19.08 .01. .005 2728 .00 .01 2.51.
19.17
19.25 .03
.04 .010
.016 2785
2843 .00
.00 .03
.04 5.08
'7.69
19.33 .05 .021 2902 .00 .05 10.36
19.42 .05 .027 2961 .00 .05 1.3.09
19.50 .06 .033 3021 .00 .06 15. 86
19.58 .07 .038 3082 .00 .07 18.69
19.67 .07 .044 3143 .00 .Wl 21.58
1.9.75 .08 .051. 3204 .00 .08 24.53
19.83 .08 .057 3267 .00 .08 27.53
19.92 .09 .063 3330 .00 .09 30.59
20.00 .09 .069 3393 .00 .09 33.70
20.08 .1.1 .016 3455 .00 .11 36.89
20.17 .14 .083 3517 .00 .14 40.15
20.25 .18 .089 3579 .00 .18 43.97
20.33 .22 .096 3642 .00 .22 46.86
20.42 .2'1 .103 3706 .00 .27 50.31.
20.50 .32 .1.11 3'171 .00 .32 53.82
20.58 .38 .118 3835 .00 .38 57.40
•
SIN: EE'YXYWGYYNFB Malpass & Associates
PondPack (1.0.00.016.00) 3:01 PM 11/15/2005
Type.... Pond E-V-Q Table Page 1.0.02
Name.... POND 10
Fil.e.... M:AIlaestad\PondPack\PB00-899\PB09-fiudson\P809-f1UDS0N WE,,TLAND.ppw
?11
LEVEL POOL ROUTING DATA
HYG D:i.r = M:\Haestad\PondPack\PB00-899\P809-Hudson\
Inflow HYG file = NONE S'T'ORED - POND 10 TN 1
Outflow IIYG file = NONE STORED - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond OuLlet Data == Outlet 1
No Infiltration
INITIAL CONDITIONS
Starling WS Elev = 19.00 ft:
Starting Volume = .000 ac-ft-
Starting Out-flow = .00 cfs
Starting 1nfiltr. _ .00 cfs
Starting 'T'otal Qout= .00 cfs
Time :[ncr ement .0500 hr-'s
E].evaLion Outflow Storage Area TrrfilL. Q Total 2S/t -1 0
fL
-------------- cfs
-------------- ac-ft=
--------- sq.ft
------ cf:s cfs cfs

20.67
.44
.125 -------
3901 -----------
.00 -----------
.44 - -----
-----61.04
20.75 .51 .133 3967 .00 .51 64.75
20.83 .58 .140 4033 .00 .58 68.53
20.92 .65 .148 4100 .00 .65 72.36
21-.00 .73 .156 4168 .00 .13 76.27
21.08 .81. .164 4236 .00 .81 80.24
21.17 .89 .172 4304 .00 .89 84.27
21.25 .97 .181 4373 .00 .97 88.37
21.33 1.06 .189 4442 .00 1.06 92.54
21.42 1.15 .198 4512 .00 1.15 96.'18
21.50 1.24 .206 4582 .00 1.24 101.08
21-.58 1.34 .215 4653 .00 1.34 105.45
21.67 1..44 .224 4'725 .00 .1.44 109.89
21.75 1_.54 .233 4797 .00 1.54 114.40
21.83 1.64 .242 4869 .00 1.64 118.98
21.92 1.75 .252 4942 .00 1.75 123.63
22.00 1.85 .261 5016 .00 1.85 128.34
•
S/N: EF'YXYWGYYNFB Malpass & Associates
PondPack (1.0.00.016.00) 3:01. PM 11/15/2005

Type.... Node: Pond Inflow Summary Page 10.03
Name.... POND 10 TN Event: 1. yr
FIi_le.... M:\Ilaestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND.ppw
Storm... I 'Vag: 1
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND 10 IN
HYG Directory: M:\Haestad\PondPack\P800-899\P809-Iludson\
Upstream Link ID Upstream Node TD HYG file IIYG 1.1)
--- HYG tag

ADDL.INK 10
HYD QUEOE
10 ----------
1-yeas 24-hr -----------
1
INFLOWS TO: POND 10 IN
------------ ------- ------- --------- Volume Peak Time Peak Flow
HYG file
---- IIYG
------ TD
------------ HYG tag
------------- ac-ft
------ hrs cf:s

I-ye
ar 29-hr
1 ---
.390 -----------
1.0500---- ----
----2.78--
T0TAT. FLOW INTO: POND 10 IN
----------- ------ ------------ ------------- Volume Peak Time Peak Flow
HYG file
------------ HYG
------ 11)
----------- IIYG tag
--- ac-ft lrrs cfs

POND
10 IN ----------
1 --------
.390 -----------
.1..0500---- ----
----2.78--
0
•
SIN: EFYXYWGYYNFB
PondPack (1.0.00.016.00)
3:01 PM
Malpass & Associates
11/15/2005
Type.... Node: Pond Inflow Summary Page 10.04
Name.... POND 10 IN Event: 1 yr
F.i.le.... M:AHaesLad\PondPack\1'800--899\P809-Hudson\P809-HUDSON WL7I'LAND.ppw
Storm ... 1 Tag: 1.
TOTAl, NODE INFLOW...
HYG file =
IIYG 11) = POND 10 I N
HYG Tag = 1.
----------------------------------------
Peak Discharge 2.78 cfs
Time to Peak - 1_.0500 hrs
IIYG Volume = .390 ac-ft
------------------------------------
HYDROGRAPH ORDINATES (cf:s)

Ti_rne I Output Time increment = .0500 hrs
hrs I
---------I- Time on
------ left represents time for first value in each row.

.0500 I
.00
.00
.00 ---------
.02 -----------
.03
.3000 .05 .07 .08 .09 .11
.5500 . 1.2 .38 .83 1.31
'15
1. ,15
.8000 2.11 2.38 2.57 2.70 2.'17
].0500 2.78 2.75 2.69 2.60 2.50
1.3000 I 2.39 2.26 2.1.4 2.02 1. 89
1..5500 I 1.78 .1.66 1.55 1.45 1.35
1.8000 1.26 1.17 1.09 1.01 .94
2.0500 .88 .82 . 7 6 .-/1 .66
2.3000 .61 .57 .54 .50 .47
2.5500 .44 .41 .39 .36 .34
2.8000 I .32 .30 .28 .27 .26
3.0500 .24 .23 .22 .21 .20
3.3000 .19 .18 .17 .17 .16
3.5500 16 .15 .15 .1.4 .14
3.8000 I .13 .13 .13 .1.2 .1.2
4.0500 .12 .1.2 .1.2 .12 .1.2
4.3000 .12 .1.2 .1.2 .1.2 .1.2
4.5500 12 .1.2 .12 .11 .11
4.8000 11 .11 .11 .11 .1]
5.0500 11. 11 .7. ]. ]l 11
5.3000 I .11 ll 11 .11 .11
5.5500 I .11 .7. .1 .17. 11 .11
5.8000 11
11
.11
.11
.1]_
6.0`)00 11 .11 .11 .7.1 .11
6.3000 11 .11 .11_ 11 .11
6.5500 I 11 .7.1 .11 .10 .10
6.8000 I .10 .10 .10 .10 .10
7 . 0`500 I .10 .10 .10 .10 . 1 0
1.3000 I .10 .10 .10 .10 .10
7.5500 .10 .10 .10 .10 .10
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:01. PM 11/15/2005
Type.... Node: Pond -Inflow Summary Page 1.0.05
Name.... POND 10 1N Event: 1 yr
File.... M: A11aest.ad\PondPack\P800--899\P809-Hudson\P809--I10D.SON WETLAND. ppw
SCor_m... 1 Tay: 1

•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
lirs I
--------- I - Time on
----------- left represent
------------- s time for firs(. value _in each row.

7.8000 I
.10
.1.0
.10
.10
- - - - - -
.10
8.0500 .10 .10 .10 10 .10
8.3000 .10 .10 .10 .10 .10
8.5500 I .09 .09 .09 .09 .09
8.8000 I .09 .09 .09 .09 .09
9.0500 i .09 .09 .09 .09 .09
9.3000 .09 .09 .09 .09 .09
9.5500 .09 .09 .09 .09 .09
9.8000 .09 .09 .09 .09 .09
10.0500 .09 .09 .09 .09 .09
10.3000 .09 .08 .08 .08 .08
10.5500 .08 .08 .08 .08 .08
10.8000 I .08 .08 .08 .08 .08
11.0500 I .08 .08 .08 .08 .08
11.3000 ( .08 .08 .08 .08 .08
11..5500 .08 .08 .08 .08 .08
11.8000 .08 .08 .08 .08 .08
12.0500 .08 .08 .07 .07
12.3000 .07 .07 ,0'1 .07 .07
12.5500 I .07 .07 .07 .07 .01
1.2.8000 I .07 .07 .07 .07 .07
13.0500 .07 .07 .07 .07 .0'1
1.3.3000 .0"1 .07 .07 .07 .07
13.5500 . 07 . 0'7 . 0'7 . 0'7 .0'/
1.3 .07 .06 .06 .06 .06
14.0500 I .06 .06 .06 .06 .06
14.3000 I .06 .06 .06 .06 .06
14.5500 .06 .06 .06 .06 .06
14.8000 .06 .06 .06 .06 .06
15.0500 I .06 .06 .06 .06 .06
15.3000 ( .06 .06 .06 .06 .06
15.5500 .06 .06 .05 .05 .05
1.5.8000 .05 .05 .05 .05 .05
16.0500 .05 .05 .05 .05 .05
16.3000 .05 .05 .05 .05 .05
:16.5500 .05 .05 .05 .05 .05
16.8000 .05 .05 .05 .05 .05
17.0500 .05 .05 .05 .05 .04
11.3000 .04 .04 .04 .04 .04
17.5500 .04 .04 .04 .04 .04
1.7.8000 I .04 .04 .04 .04 .04
18.0500 I .04 .04 .04 .04 .04
1.8.3000 .04 .04 .04 .04 .04
1-8.5500 .04 .04 .04 .04 .04
:1.8.8000 .04 .04 .04 .04 .04
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (1.0.00.01.6.00) 3:01 PM 11/15/2005
`t'ype.... Node: Pond Inflow Summary Page 10.06
Name.... POND 10 IN Event: 1. yr
Fi1.e.... M:AHaestad\PondPack\P800-899\P809-Hudson\P809-HODSON WETLAND.ppw
Storm... 1 Tag: 1

E
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs
---------- Time on
----------- left represent
---- - s time for first value in each row.

19.0500
.04 ---
.03 ----------
.03 ---------------
.03 -----------
.03
19.3000 I .03 .03 .03 .03 .03
19.5500 I .03 .03 .03 .03 .03
19.8000 I .03 .03 .03 .03 .03
20.0500 I .03 .03 .03 .03 .03
20.3000 I .03 .03 .03 .03 .03
20.5500 I .03 .03 .03 .03 .03
20.8000 I .03 .03 .03 .03 .03
21.0500 I .03 .02 .02 .02 .02
21.3000 .02 .02 .02 .02 .02
21.5500 .02 .02 .02 .02 .02
21.8000 .02 .02 .02 .02 .02
22.0500 I .02 .02 .02 .02 .02
22.3000 I .02 .02 .02 .02 .02
22.5500 I .02 .02 .02 .02 .02
22.8000 .02 .01 .01 .01 .01.
23.0500 .01 .01 .01. .01 .01-
23.3000 .01 .01 .01 .01 .01
23.5500 .01- .01 .01 .01 .01.
23.8000 I .01 .01 .01. .01_ .O1
24.0500 .01 .01. .01 .01 .01
24.3000 .01 .O1 .01. .01 .01
24.5500 .01 .01 .01 .01. .01
24.8000 .01 .01 .01 .01. .01
25.0500 I .01. .01 .01 .01 .01.
25.3000 I .01 .01 .01 .01_ .01.
25.5`i00 I .01 .01 .01 .01 .01
25.8000 I .01. .01. .01. 01 .O1
26.0500 .01 .01 .01 .01 .01
26.3000 .01 .01 .01 .01. 01
26.5500 .01. .01 .01 .01 01
26.8000 01 .01 .01 .01_ .01.
27.0500 () 1 .01 .01 .01 01
2"7.3000 I .01 .01_ .01 01 .01
2'1.5500 .01 (H .01 01 .0I.
27.8000 .01 01 .01 01. .01
28.0500 .01 .01 .01. .01 .01
28.3000 .01. .00 .00 .00 .00
28.5500 I .00 .00 .00 .00 .00
28.8000 I .00 .00 .00 .00 .00
29.0500 I .00 .00 .00 .00 .00
29.3000 I .00 .00 .00 .00 .00
29.5500 .00 .00 .00 .00 .00
29.8000 .00 .00 .00 .00 .00
30.0500 .00 .00 .00 .00 .00
SIN: ERYXYWGYYNF13 Mal.pass & Assoc.i.ates
PondPack (10.00.016.00) 3:01 I'M 1.1/15/2005
Type.... Node: Pond Inflow Summary Page 10.0'1
Name.... POND 10 IN Event: 1. yr
Fi.]e.... M:AHaestad\PondPar.k\P800-899\P809-Rudson\P809-HODSON WETLAND.ppw
• Storm... 1 Tag: 1
HYDROGRAPH ORDINATE'S (cfs)
Ti me Output Time increment = .0500 hrs
hrs I
------- -I- Time on
------------- left- represerit-s
----- time for first value .i.n each row.

30.3000 (
.00
.00
.00
.00 ----------
.00
30.5500 1 .00 .00 .00 .00 .00
30.8000 .00 .00 .00 .00 .00
31.0500 I .00 .00 .00 .00 .00
3:1.3000 .00 .00 .00 .00 .00
31.5500 .00 .00 .00 .00 .00
3]-•8000 .00 .00 .00 .00 .00
32.0500 I .00 .00 .00 .00 .00
32.3000 .00 .00 .00 .00 .00
32.5500 I .00 .00 .00 .00 .00
32.8000 .00 .00 .00 .00 .00
33.0500 .00 .00 .00

0
SIN: 1',1`YXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
Type.... Pond Routing Summary Page 1.0.08
Name.... POND 10 OUT Tag: 1 Event: 1 yr-
F:i.le.... M:AHaesLad\PonndPack\PE300-899\P809-Hudson\P809-HUDSON WETLAND.ppw
• stor.'m... 1 Tag: 1
11EVE1, 11001, ROU1111 NG SUMMARY
HYG Di -r = M:\Haestad\PondPack\P800-899\11809-lludson\
Inflow IIYG file = NONE STORED POND 10 IN 1
Outflow HYG file = NONE STORED - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data =-= POND 10
Pond Outlet Data = Out.]-et. "L
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 19.00 ft
Starting Volume = .000 ac-ft
Starting Outflow - .00 cfs
Starting Tnfil-Lr. _ .00 cfs
Starting Tota:l_ Qout= .00 cfs
Time Increment- _ .0500 hrs
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak Inflow = 2.78 cfs at 1.0500 Lrrs
Peak Outflow
---- --------- .90
----- cfs at 2.0000 hrs
--
Peak Elevation = 2L.17 ft
Peak Storage _ 1'13 ac-ft.
MASS BALANCE (ac-ft)
---------------------------
i. Initial- Vol = .000
I HYG Vol- IN .390
- Infiltration = .000
HYG Vol OUT = .387
- Retained Vol. _ .002
Unrouted Vol. _ -.000 ac-ft (.0030 of Inflow Volume)
•
S/N: El?YXYWGYYN['R Malpass & Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
Type.... Pond Routed HYG (total out) Page 10.09
Name.... POND 10 OUT Tag: 1 Event: 1. yr_
File.... M:AHaestad\PondPack\P£300-899\11809-Hudson\P809-11UDSON WE TAND.ppw
Storm ... 1 Tag: .1
POND ROUTED TOTAi, OUTFLOW HYG...
HYG file =
HYG ID = POND 10 OUT
f1YG Tag = 1
--------------------------------------
Peak Discharge = .90 cfs
Time to Peak - 2.0000 hrs
IIYG Volume = 387 ac-Et
------------------------------------
HYDROGRAPH ORDTNATES (cfs)
•
•
Time I Output Time increment = .0500 hrs
hrs
---------I- Time on
------------ left represents
---------------- time for first value i-n each row.

.0500

.00 ---

.00 ---

.00
----------
.00
----------
.00
.3000 I .00 .00 .00 .00 .00
.5500 .00 .00 .01. .02 .04
.8000 .05 .06 .07 .08 .09
1_.0500 .I1. .16 .23 .30 .37
1.3000 I .44 .50 .56 .62 .67
1.5500 12 ./6 .79 .82 .84
1.8000 .86 .88 .89 .89 .90
2.0500 I .90 .90 .89 .88 .88
2.3000 I .87 .86 .84 .83 .82
2.5500 .80 .79 .77 .75 .74
2.8000 .72 .71- .69 .68 .66
3.0500 I 64 .63 .61 .60 .58
3.3000 I .57 .55 .54 .53 .51.
3.5500 50 .49 .48 .46 .45
3.8000 .44 .43 .42 .41 .40
4.0500 I .39 .38 .37 .37 .36
4.3000 .35 .34 .33 .33 .32
4.5500 .3.1 .31 .30 .30 .29
4.8000 .29 .28 .28 .27 .27
5.0500 I .26 .26 .25 .25 .25
5.3000 .24 .24 .24 .23 .23
5.5500 .22 .22 .22 .22 .21
5.8000 I .21. .21 .21 .20 .20
6.0500 I .20 .20 .19 .1.9 .19
6.3000 I 19 18 .1.8 .18 .18
6.5500 I 18 .18 .17 .17 .17
6.8000 17 .17 .17 .17 16
7.0500 I .16 .16 .16 .16 .1.6
7.3000 .16 .1 .6 .15 .15 lei
7.5500 .15 .15 .15 .15 1.5
SIN: 1FYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
Type.... Pond RouCed 11YG ((.otal out-) Page 10.10
Name.... POND 10 OUT Tag: I Event: 1 yr
F1I e.... M:AIlaesLad\PondPack\1'800-899\1'809-Hudson\P809-110DSON WETTAND.ppw
10 Storm... I Tag: 1

•
HYDROGRAPH ORDINA'T'ES (cfs)
Time Output Ti.me increment. _ .0500 hr_s
hrs
--- I- Time on
----------- Left represent
-- s i:_ime for fir-sL value in each row.

7.8000
.1.5
.1.4
.14 --------------
.14 -----------
.14
8.0500 .14 .14 .14 .14 .14
8.3000 .14 .1.4 .14 .13 .13
8.5500 I .1.3 .13 .13 .13 .1.3
8.8000 .13 13 13 .13 .13
9.0500 .13 .13 .12 .12 .12
9.3000 .1.2 .12 .1.2 ,12 ,12
9.5500 I .12 .12 ,12 .12 .12
9.8000 I .1.2 .12 .12 .1.2 .12
10.0500 .11 .11 .11 .11 .11
LO.3000 1.1. 11 .11 .11 .11
10.5500 I 11. 1]. 1]- 11 11
10.8000 I 1l. l1. 11 11 .11
11.0500 7.1. 11 1.1 .11. 1I
11.3000 .11 .11 .11 .10 .10
11.5500 1 .10 .10 .10 .10 .10
11.800( .10 .10 .10 .10 .1.0
1.2.0500 I .10 .10 .1.0 .10 .10
12.3000 I .1.0 .10 .10 .10 .10
12.5500 .10 .10 .10 .10 .10
12.8000 .1.0 .10 .10 .10 .10
13.0500 .1.0 .1.0 .09 .09 .09
13 .3000 .09 .09 .09 .09 .09
13.5500 .09 .09 .09 .09 .09
13.8000 I .09 .09 .09 .09 .09
14.0500 ( .09 .09 .09 .09 .09
14.3000 ,09 .09 .09 .09 .09
14.5500 .09 .09 .09 .09 .09
14.8000 .09 .09 .09 .09 .09
15.0500 I .09 .09 .09 .09 .09
15.3000 I .09 .09 .09 .09 .09
1.5.5500 .09 .09 .09 .09 .09
1.5.8000 .09 .09 .09 .09 .09
16.0500 I .09 .09 .09 .09 .09
16.3000 I .09 .09 .09 .09 .09
1.6.5500 .09 .09 .09 .09 .09
16.8000 .09 .09 .09 .09 .09
17.0500 I .09 .09 .09 .09 .09
17.3000 .09 .09 .09 .08 .08
1.7.5500 .08 .08 .08 .08 .08
1.7.8000 I .08 .08 .08 .08 .08
18.0500 I .08 .08 .08 .08 .08
18.3000 .08 .08 .08 .08 .08
18.5500 .08 .08 .08 .08 .08
1.8 I .08 .08 .08 .08 .08
S/N: I;F'YXYWGYYNFB Ma.lpass & Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
Type.... Pond Routed HYG (total out) Page 10.1-1.
Name.... POND 10 OUT Tag: 1. Ilvent: 1 yr
Yi-:1_e.... M:Allaestad\PondPack\P800-899\P809-lindson\P809-110DSON WETLAND.ppw
Storm... I. Tag: .1
•
•
IIYDROGRAPO ORDINATES (cf.9)
Time Output Time increment = .0500 111.9
1) rs
---------I- Time on
----------- left: represents
---------- time for first: value in each row.

L9.0500 I

.08 --

.08

.08
---------------
.08
----------
.08
19.3000 .08 .08 .08 .08 .08
19.`)500 .08 .08 .08 .08 .08
19.8000 .08 .08 .08 .08 .08
20.0500 .08 .08 .08 .08 .08
20.3000 .08 .08 .08 .08 .08
20.5500 I .08 .07 .07 ,0'7 .07
20.8000 .07 .07 .07 .0'7 .07
21.0500 .07 .07 .0'7 .07 .07
21.3000 I .07 .07 .07 .07 .07
21.5500 .07 .07 .07 .07 .07
27-.8000 .07 .07 .07 07 07
22.0500 .07 .0'/ .07 .07 .0'/
22.3000 I .07 .07 .0'1 .07 .07
22.5500 I .07 .07 .07 .07 .07
22.8000 .07 .07 .07 .06 .06
23.0500 I .06 .06 .06 .06 .06
23.3000 I .06 .06 .06 .06 .06
23.5500 I .06 .06 .06 .06 .06
23.8000 I .06 .06 .06 .06 .06
24.0500 .06 .06 .06 .06 .06
24.3000 .06 .06 .06 .06 .06
24.5500 .06 .06 .06 .06 .06
24.8000 I .06 .06 .06 .06 .06
25.0500 .06 05 .05 .05 .05
25.3000 .05 .05 .05 .05 .05
25.5500 I .05 .05 .05 .05 .05
25.8000 .05 .05 .05 .05 .05
26.0500 .05 .05 .05 .05 .05
26.3000 I .05 .05 .05 .05 .05
26.5500 I .05 .05 .05 .05 .05
26.8000 .05 .05 .05 .04 .04
2.7 . 0500 I 04 .04 .04 .04 .04
2'1 . 3000 I 04 .04 .04 . 04 .04
2'/.5500 .04 .04 .04 .04 .04
2.1 . E3000 . 04 .04 .04 . 04 .04
28.0500 I .04 .04 .04 .04 .04
28.3000 I .04 .04 .04 .04 .04
28.5500 I .04 .04 .04 .04 .04
28.8000 .04 .04 .04 .04 .04
29.0500 .03 .03 .03 .03 .03
29.3000 I .03 .03 .03 .03 .03
29.5500 .03 .03 .03 .03 .03
29.8000 I .03 .03 .03 .03 .03
30.0500 I .03 .03 .03 .03 .03
S/N: 1i;I"YXYWGYYNb'B Malpass & Associates
PondPack ('10.00.01.6.00) 3:01- PM 11/15/2005
Type.... Pond Routed HYG (tot:al_ out) Page 10.12
Name.... POND 10 OUT Tag: 1. Event: 1 yr
Pile.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-11UDSON WETLAND.ppw
Storm... 1 Tag: 1.
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs
---- --- I- Time on
-------- left represent s time for first value in each row.

30.3000 I
.03
.03
.03 ------
.03 ----------
.03
30.5500 .03 .03 .03 .03 .03
30.8000 .03 .03 .03 .03 .03
31.0500 .03 .03 .03 .03 .03
31.3000 .03 .02 .02 .02 .02
31.5500 .02 .02 .02 .02 .02
31.8000 1 .02 .02 .02 .02 .02
32.0500 I .02 .02 .02 .02 .02
32.3000 1 .02 .02 .02 .02 .02
32.5500 I .02 .02 .02 .02 .02
32.8000 .02 .02 .02 .02 .02
33.0500 .02 .02 .02 .02 .02
33.3000 .02 .01 .01 .01 .01.
33.5500 .01 .01 .01 .01 .01
33.8000 .01. .01 .01. .01 .01
34.0500 1 .01. .01 .01- .01 .01
34.3000 I .01 .01 .01 .01 .01
34.5500 .01. .01 .01. .01 .01
34.8000 .01 .01 .01 .01 .01
35.0500 I .01 .01 .01 .01 .01
35.3000 I .01 .01. .01. .01. .01
35.5500 I .01. .01 .01. .01. .01
35.8000 .01 .01 .01 .01. .01
36.0500 I .01. .O1 .01 .01 .01
36.3000 I .01 .01 .01 .O1- .01.
36.5500 I .01 .01 .01 .01 .01
36.8000 .01 .01 .01 .01 .01
37.0500 I .01 .01 .O1. .01. .01
37.3000 .01- .01 .O1 .0.1 .01
37.5500 .01 .01. .01 .01 .01
3'/.8000 .01 .01 .01 .01. .01
38.0500 I .01 .01 .01 .01- .01
38.3000 I .01 .01. .01 .01 .01
38.5500 I .01 .O1 .01 .01 .00
38.8000 I .00 .00 .00 .00 .00
39.0500 I .00 .00 .00 .00 .00
39.3000 .00 .00 .00 .00 .00
39.5500 .00 .00 .00 .00 .00
39.8000 I .00 .00 .00 .00 .00
40.0500 .00 .00 .00 .00 .00
40.3000 .00 .00 .00 .00 .00
40.5500 I .00 .00 .00 .00 .00
40.8000 .00 .00 .00 .00 .00
41.0500 .00 .00 .00 .00 .00
41.3000 I .00 .00 .00 .00 .00
SIN: EF'YXYWGYYNU'B Malpass & Associates
PondPack (10.00.016.00) 3:01 PM 11/1.5/2005
Type.... Pond Routed HYG (total- out) Page 10.13
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPacl<\P800-899\P809-Hudson\P809-IIUDSON WE'PLAND.ppw
Storm... .1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for first value in each row.
------ ------------------ -
-----------------------------------
41.5500 I .00 .00 .00 .00 .00--
41.8000 .00 .00 .00 .00 .00
42.0500 .00 .00 .00 .00 .00
42.3000 .00 .00 .00 .00 .00
42.5500 I .00 .00 .00 .00 .00
42.8000 I .00 .00 .00 .00 .00
43.0500 .00 .00 .00 .00 .00
43.3000 .00 .00 .00 .00 .00
43.5500 I .00 .00 .00
•
•
SIN: 13FYXYWGYYNFB Ma.l.pass & Associates
PondPack (10.00.016.00) 3:01 PM 11/15/2005
`t'ype.... D_i-verted Hydrograph Page 10.14
Name.... ROUTE 10 Event: I_ yr
Vile.... M:AHaest:ad\PondPack\P800--899\1'809-Hudson\P809-IIUDSON WETLAND.ppw
Storm... 1 Tag: I
D.rVERTED HYDROGRAPH...
HYG file =_
HYG ID = ROUTE 10
IIYG Tag = I.
---- -----------------------------------
Peak Discharge = .90 cfs
Time to Peak = 2.0000 Firs
IIYG Volume = 38'7 ac-ft
---------------------------------------
•

HYDROGRAPH ORDINATES (cfs)
Time Output- Time ?increment = .0500 hr.s
hr.s
-- I- Time on
---- left represents
----- time for first value in each row.

.3500
.00
.00
.00 -------------
.00 --------------
.00
.6000 .00 .01_ .02 .04 .05
.8500 I .06 .07 .08 .09 .11
1.1000 I .16 23 .30 .37 .44
1.3500 .50 .56 .62 .67 .72
1.6000 .76 .79 .82 .84 .86
1..8500 I .88 .89 .89 .90 .90
2.1000 I .90 .89 .88 .88 87
2.3500 I .86 .84 .83 .82 .80
2.6000 .79 .77 .75 .74 .12
2.8500 .71 .69 .68 .66 .64
3.1000 I .63 .61 .60 .58 .57
3.3500 I .55 .54 .53 .51 .50
3.6000 ( 49 .48 .46 .45 .44
3.8500 ( 43 .42 .41 .40 .39
4.1000 .38 .37 .3'7 .36 .35
4.3500 .34 .33 .33 .32 .31.
4.6000 I .31. .30 .30 .29 .29
4.8500 I .28 .28 .27 .2'1 .26
5.1.000 .26 .25 .25 25 .24
5.3500 I .24 .24 .23 .23 .22
5.6000 I .22 .22 .22 .21 .21
5.8500 .21 .21 .20 .20 .20
6..1000 I .20 .19 .1.9 .19 .19
6.3500 .1.8 .1.8 .18 .18 .1.8
6.6000 18 .17 L7 .1 .7 .17
6.8500 I 17 .1.7 17 16 .16
'7.7.000 I .16 .16 .16 .16 L6
7.3500 .1.6 .75 .15 .1.5 .15
-1.6000 .15 .15 .15 .15 .15
7.8500 I .14 .14 .14 .I.4 .14
S/N: EVYXYWGYYNP'B Malpass & Associates
PondPack (1.0.00.016.00) 3:01 PM 11/1.5/2005
Type.... Diverted Hydrograph Page 10.:1.5
Name.... ROO`M', 10 1-;vent: 7 yr.
F:iIEe.... M:AI7aest.a d\Pon dPack\P800-899 \P809-Iluds on\P809-HODSO N WGTLAND.ppw
Stor'm... 1 Tag: 1
HYDROGRAPH ORDINATE'S (cfs)
Ti me Output. Time increment = .0500 his
Ills Time on
---- - -- I ..--- --------- Left represent
--- s time for f.i.rst value in each row.
. 1.000
8 .14 .14 .79 ---------.79 - --------.19--
8.3500 .14 L4 .13 .1.3 .13
8.6000 .13 .13 .13 .13 .13
8.8500 .1.3 .13 .1.3 .13 .1-3
9.L000 I .13 .12 .12 .12 .12
9.3500 I .12 .1.2 .12 .12 .12
9.6000 I .12 .1.2 .12 .12 .12
9.8500 .12 .1.2 .12 .12 .11
70.1000 11. It 11 .11 7.7-
1-0.3500 I 11 .11 .11 7 l"1
10.6000 I 11 Li .11 ].7 17
10.8500 11 11 77 17 ]. 1.
11.7000 ]l ]1 .11 ]1 7-1
11-.3500 I 11 11 .10 .10 .1.0
11.6000 I 10 10 .10 .10 .1.0
7.1.8500 10 .10 .1.0 .10 .1.0
12.1000 .10 1-0 .10 .1-0 .10
12.3500 I .10 .10 .10 .10 .10
12.6000 .10 .10 .10 .10 .10
12.8500 .1-0 .10 .1.0 .,to .10
13.1000 .10 .09 .09 .09 .09
1"3.3500 I
13.6000 .09
.09 .09
.09 .09
09 .09
09 .09
0

13. 8!)00 I
.09
.09 .
.09 .
.09 .
9
.09
14.1000 I .09 .09 .09 .09 .09
14 .:3500 .09 .09 .09 .09 .09
14.6000 .09 .09 .09 .09 .09
14.8500 I .09 .09 .09 .09 .09
15.1000 .09 .09 .09 .09 .09
L5.3500 .09 .09 .09 .09 .09
15.6000 I .09 .09 .09 .09 .09
15.8500 .09 .09 .09 .09 .09
1.6. 1000 .09 .09 .09 .09 .09
16.3500 I .09 .09 .09 .09 .09
16. 6000 .09 .09 .09 .09 .09
16.8500 I .09 .09 .09 .09 .09
1'1.1000 .09 .09 .09 .09 09
1.7.:3500 I .09 .09 .08 .08 .08
1'7.6000 I .08 .08 .08 .08 .08
17.8500 .08 .08 .08 .08 .08
18.1000 .08 .08 .08 .08 .08
18.3500 I .08 .08 .08 .08 .08
1.8.6000 I .08 .08 .08 .08 .08
1.8.8500 .08 .08 .08 .08 .08
:1. 9.1000 I .08 .08 .08 .08 .08

S/N: EI'YXYWGYYNFI3
PondPack (10.00.016.00)
3:01 PM
Malpass & Associates
11/15/2005

•
Type.... Diverted Ilydrograph Page 10.16
Name.... ROUTF, 10 Event: 1 yr
ITi.1e.... M:AIlaestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETIAND.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES ((--fs)
Time Output- Time increment =_ .0500 hr_s
hrs I
-- ------ 'rime on
----------- left represents
--------- t.i.me for first value in each row.
19.3500 .08 .08 .08 .08 .08--
19.6000 I .08 .08 .08 .08 .08
19.8500 .08 .08 .08 .08 .08
20.1000 .08 .08 .08 .08 .08
20.3500 I .08 .06 .08 .08 .08
20. 6000 07 .0,/ . 0"7 AV .0,/
20.8500 .07 .07 .07 .07 .07
21.1000 .07 .07 .07 .07 .07
21.3500 I .07 .07 .07 .07 .07
21.6000 .07 .07 .07 .07 .07
21.8500 .07 .07 .07 .07 .07
22.1000 .07 .07 .01 .07
22.3500 .07 .07 .07 (l7 .07
22.6000 I .07 .07 .07 .07 .07
22.8500 .07 .07 .06 .06 .06
23.1000 .06 .06 .06 .06 .06
23.3500 .06 .06 .06 .06 .06
23.6000 .06 .06 .06 .06 .06
23.8500 .06 .06 .06 .06 .06
24.1000 .06 .06 .06 .06 .06
24.3500 .06 .06 .06 .06 .06
24.6000 .06 .06 .06 .06 .06
24.8500 .06 .06 .06 .06 .06
25. 1.000 .05 .05 .05 .05 .05
25.3500 I .05 .05 .0`5 .05 .05
25.6000 .05 .05 .05 .05 .05
25.8500 .05 .05 .05 .05 .05
26.1000 I .05 .05 .05 .05 .05
26.3500 .05 .05 .05 .05 .05
26.6000 .05 .05 AS .05 .05
26.8500 1 .05 .05 .04 .04 .04
2"7.1000 .04 .04 .04 .04 .04
27.3500 .04 .04 .04 .04 .04
27.6000 .04 .04 .04 .04 .04
27.8500 .04 .04 .04 .04 .04
28.7.000 .04 .04 .04 .04 .04
28.3500 1 .04 .04 .04 .04 .04
28.6000 .04 .04 .04 .04 .04
28.8500 .04 .04 .04 .04 .03
29.1000 I .03 .03 .03 .03 .03
29.3500 I .03 .03 .03 .03 .03
29.6000 .03 .03 .03 .03 .03
29.8500 .03 .03 .03 .03 .03
30.1000 .03 .03 .03 .03 .03
30.3500 .03 .03 .03 .03 .03
S/N: EFYXYWGYYNIP13 Mal.pass & Associates
PondPack (10.00.016.00) 3:01 PM 17/15/2005
•
0
•
Type.... D.i_verted Hydrogr_aph Page 10.17
Name.... ROUTE 1.0 Event: 1. yr_
L'i.le.... M:AHae5tad\PondPack\P800-899\1'809-Hudson\P809-HUDSON WETI AND.ppw
Storm... 1 Tag: 1.
HYDROGRAPH ORDINATES (cfs)
Time Output T:ime -increment = .0500 hrs
lirs
------- -- Time on
------- left represents
----------- time for first value in eacli row.

30.6000 I

.03 -- - --

.03 ---
-
.03
-------------
.03
-------------
.03
30.8500 .03 .03 .03 .03 .03
31.1000 .03 .03 .03 .03 .03
31.3500 I .02 .02 .02 .02 .02
31.6000 .02 .02 .02 .02 .02
3.1.8500 .02 .02 .02 .02 .02
32.1000 I .02 .02 .02 .02 .02
32.3500 .02 .02 .02 .02 .02
32.6000 .02 .02 .02 .02 .02
32.8500 I .02 .02 .02 .02 .02
33.1000 I .02 .02 .02 .02 .02
33.3500 .O1 O1 .01. .01 .01
33.6000 I .01. 01 .O1 .01. .01
33.8500 .O1 .01_ .0.1 .O1 .01

34.1.000
.01
.01
.O1
.01 - .
.01.
34.3500 I .O1 .01 .01. .01_ O1
34.6000 .01. .O1 .01. .01 01
34.8500 O1 .01 .01 .01 01
35. 1000 I 01 01- .01 .01 .01
35.3500 .01 .0.1- .O1 .01- Ol
35.6000 I .01 .01 .O1 .01
35.8500 ( .01. .O1 .01- 01- .01
36.1000 I .01 .01 .01 .O1 .01.
36.3500 .O1 .01. .01 .O1 .01
36.6000 I .O1 .01 .01 .01. .01

36.8500 I
-
.01
.O1_
.O1
O1 .
.01_
3
7. 1000 .01. .O1 .01 0L .01.
3/.3500 .01. .01 .O1 .O1 .01
37.6000 I .O1 .01. .O1 .01 .0
1

3.1.8500
.O1
.01
.01.
.01 .
_
O1
38.1.000 .01 .01 .O1 .01 .O1
38.3500 .O1 .01 .O1- .O1 .01

38.6000
.O1
O1
.O1
.00 .
.00
38.8500 I .00 .00 .00 .00 .00
39.1000 .00 .00 .00 .00 .00
39.3500 I .00 .00 .00 .00 .00
39.6000 .00 .00 .00 .00 .00
39.8500 .00 .00 .00 .00 .00
40.1000 I .00 .00 .00 .00 .00
40.3500 .00 .00 .00 .00 .00
40.6000 .00 .00 .00 .00 .00
40.8500 .00 .00 .00 .00 .00
41.L000 .00 .00 .00 .00 .00
41.3500 I .00 .00 .00 .00 .00
41.6000 .00 .00 .00 .00 .00
SIN: EFYXYWGYYNF'B Mal-pass & Associates
PondPack (10.00.016.00) 3:01 PM 1.1/15/2005
Type.... Diverted llydrograph Page 10.18
Name.... ROUTE 10 Event: 1 yr-
Fi-le.... M:AIfaestad\PondPack\P800-899\P809-Illadson\P809-H[JDSON WETLAND.ppw
•
HYDROGRAPH ORDINATES (cf.s)
Time I Output Time increment = .0500 hrs
fits
-- ------ - Time on :
------ -- Left represents time for first value In each row.

4].8500
.00
.00 ------
.00 ----- ---
.00 ----------
.00
42.1000 I .00 .00 .00 .00 .00
42.3500 I .00 .00 .00 .00 .00
42.6000 .00 .00 .00 .00 .00
42.8500 .00 .00 .00 .00 .00
43. 1000 I .00 .00 .00 .00 .00
43.3500 ( .00 .00 .00 .00 .00
43.6000 .00 .00
r,
?J
is
SIN: EFYXYWGYYNFI3 Malpass & Associates
PondPack ('10.00.016.00) 3:07_ PM 17/15/2005
•
0
•
Appendix A
Index of St.ar_ting Page Numbers for ]D Names
-- --- 11
HYD QUEUF; 10 I... 4.01
----- 0 OUT 10 1... 5.01
Outlet 1... 9.01, 9.04, 9.13
POND 10... 8.0.1, 10.01
POND 10 IN 1... 1.0. 03
POND 10 OUT 1... 6.01, 7.01,
10.0£3, 1.0.09
----- R -----
ROLJTI,, 10 1_ ... 10.14
----- W -----
WARNING... 1.01
Watershed... 2.01, 3.01, 3.02, 3.03
S/N: FI"YXYWGYYNPF3
PondPack (1.0.00.016.00)
3:01. PM
A-1
Malpass & Associates
11/15/2.005
WET DETENTION POND
•
0
10-YEAR STORM
CALCULATIONS

23

Elev. vs. Area Surface
POND 10
22
21
w
20
2000 3000 4000
Area Surface (sq.ft)
19+-
5000
6000
E
Elev. vs. Flow
Outlet 1
• 23
22
> 21
W
20
19
Flow (cfs)
-0
•
0 1 2 3 4 5 6
4 23
22
> 21
w
20
IQ
-0
Elev. vs. Time
POND 10 OUT
0 10 20
Time (hrs)
30
4U
E
Elev. vs. Volume
POND 10
V 23
22
> 21
m
w
20
19+-
0.0
0.1
0.2
0.3
0.4
Volume (ac-ft)
-10
0
Volume vs. Time
POND 10 OUT
0.30
-0 m
m
E
M
0
11
0.20
10
0.00
10
20
Time (hrs)
30
4U
0
Job File: M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10YR.PPW
Rain Dir: M:\Haestad\PondPack\P800-899\P809-Hudson\
0
JOB TITLE
--------------------------
Project Date: 11/10/2005
Project Engineer: William K. Malpass
Project Title: Hudson Industrial
Project Comments:
•
•
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Table of Contents
0
i
********************** MASTER SUMMARY **********************
Watershed....... Master Network Summary ............. 1.01
*************** NETWORK SUMMARIES (DETAILED) ***************
Watershed....... 1
Executive Summary (Nodes) .......... 2.01
Executive Summary (Links) .......... 2.02
Network Calcs Sequence ............. 2.03
******************** RUNOFF HYDROGRAPHS ********************
HYD QUEUE 10.... 1
Read HYG ........................... 3.01
*********************** HYG ADDITION ***********************
•
OUT 20.......... 1
Node: Addition Summary ............. 4.01
*********************** TIME VS.ELEV ***********************
POND 10 OUT 1
Time-Elev .......................... 5.01
************************ TIME VS.VOL ***********************
POND 10 OUT 1
Time vs. Volume .................... 6.01
is
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Table of Contents
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ii
*********************** POND VOLUMES ***********************
POND 10......... Vol: Elev-Area ..................... 7.01
******************** OUTLET STRUCTURES *********************
Outlet 1........ Outlet Input Data .................. 8.01
Individual Outlet Curves ........... 8.04
Composite Rating Curve ............. 8.13
*********************** POND ROUTING ***********************
POND 10......... Pond E-V-Q Table ................... 9.01

POND 10 IN 1
Node: Pond Inflow Summary .......... 9.04
POND 10 OUT 1
Pond Routing Summary ............... 9.06
Pond Routed HYG (total out) ........ 9.07
ROUTE 40........ 1
Diverted Hydrograph ................ 9.11
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Type.... Master Network Summary Page 1.01
Name.... Watershed
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
•
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
Node ID Type Event ac-ft Trun
-----------
HYD QUEUE ------ ----
10 HYG ------
1 ----------
.555
*OUT 20 JCT 1 .552
POND 10 IN POND 1 .555
• POND 10 OUT POND 1 .552
Max
Qpeak Qpeak Max WSEL Pond Storage
hrs cfs ft ac-ft
---------
.5000 -------- -------- ------------
9.39
.8500 5.14
.5000 9.39
.8500 5.14 22.13 .283
•
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Type.... Executive Summary (Nodes) Page 2.01
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
• Storm... 1 Tag: 1
NETWORK SUMMARY -- NODES
(Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
HYG Vol Qpeak Qpeak Max WSEL
Node ID Type ac-ft Trun, hrs
-
---- cfs ft
-------- ---------
--------------
HYD QUEUE 10 --- ----
HYG ---------- -
.555 - -
---
.5000 9.39
Outfall OUT 20 JCT .552 .8500 5.14
POND 10 IN POND .555 .5000 9.39
POND 10 OUT POND .552 .8500 5.14 22.13
0

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Type.... Executive Summary (Links) Page 2.02
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
NETWORK SUMMARY -- LINKS
(UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node)
(Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
HYG Vol Peak Time Peak Q
Link ID Type Trun.
ac-ft hrs cfs End Points

ADDLINK 10
ADD -
-
UN --
--
.555
.5000
9.39
HYD QUEUE 10
DL .555 .5000 9.39
DN .555 .5000 9.39 POND 10 IN
ROUTE 40 PONDrt UN .555 .5000 9.39 POND 10 IN
ROUTE 40 .552 .8500 5.14 POND 10 OUT
DL .552 .8500 5.14
DN .552 .8500 5.14 OUT 20
.7
•
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Type.... Network Calcs Sequence Page 2.03
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
• Storm... 1 Tag: 1
NETWORK RUNOFF NODE SEQUENCE
Runoff Data
---------------------
Read HYGHYD QUEUE 10
•
•
Apply to Node Receiving Link
HYG Qin HYD QUEUE 10 Add Hyd HYD QUEUE 10
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Type.... Network Calcs Sequence Page 2.04
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
NETWORK ROUTING SEQUENCE

•
Link Operation UPstream Node DNstream Node
---------------------------------------------------------------------------
Add Hyd ADDLINK 10 HYG Qin HYD QUEUE 10 Pond POND 10 IN
POND ROUTE TOTAL OUTFLOW...
Total Pond Outflow Pond POND 10 IN Outflow POND 10 OUT
SET POND ROUTING LINK TO TOTAL POND OUTFLOW...
Outlet ROUTE 40 Outflow POND 10 OUT Jct OUT 20
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Type.... Read HYG Page 3.01
Name.... HYD QUEUE 10 Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
is Storm... Tag: 1
HYG file =
HYG ID = 1-year 24-hr
HYG Tag = 1
-----------------------------------
Peak Discharge = 9.39 cfs
Time to Peak = .5000 hrs
HYG Volume = .555 ac-ft
-----------------------------------
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0833 hrs
hrs I Time on left represents
--- time for
--------- first value in
---------------- each row.
----------
---------I-
.0000 I -----------
.00 --------
----
.59 2.22 4.47 6.78
.4167 I 8.57 9.39 9.03 8.09 6.43
.8333 I 5.12 4.07 3.24 2.57 2.05
1.2500 1 1.63 1.29 1.03 .82 .65
1.6666 1 .52 .41 .33 .26 .21
2.0833 I .16 .13 .10 .08 .07
2.4999 I .05 .04 .03 .03 .02
2.9166 .02 .01 .01 .01 .01
3.3332 I .01 .00 .00 .00 .00
3.7499 I .00 .00 .00 .00
•
•
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•
Type.... Node: Addition Summary Page 4.01
Name.... OUT 20 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
SUMMARY FOR HYDROGRAPH ADDITION
at Node: OUT 20
0
•
HYG Directory: M:\Haestad\PondPack\P800-899\P809-Hudson\
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
-----------
ROUTE 40
----------- ------

------ ----------
POND 10
---------- --------------
IN
-------------- --------

-------- --------------
ROUTE 40
------------- -----------
1
------------
INFLOWS TO: OUT 20
----------- ------ ---------- ------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag
-
-
- ac-ft
-
------ hrs
-
-
-----
- cfs
-
--
------
----------- ----------------
ROUTE 40 ----
-
------
1 -
.552 --
--
--
.8500 -
-
5.14
TOTAL FLOW INTO: OUT 20
----------- ------ ---------- ------------- Volume Peak Time Peak Flow
HYG file
----------- HYG
------ ID
---------- HYG tag
-------------- ac-ft
-------- hrs
-------------- cfs
-----------
OUT 20 1 .552 .8500 5.14
S/N: EFYXYWGYYNFB
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Type.... Node: Addition Summary Page 4.02
Name.... OUT 20 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
• Storm... 1 Tag: 1
TOTAL NODE INFLOW...
HYG file =
HYG ID = OUT 20
HYG Tag = 1
-----------------------------------
Peak Discharge = 5.14 cfs
Time to Peak = .8500 hrs
HYG Volume = .552 ac-ft
-----------------------------------
HYDROGRAPH ORDINATES (cfs)
0
•
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in
--------- each row.
----------
---------I-
.0500 I - ----
.00 -------------
.00 ----------
.02 -
.04 .06
.3000 I .08 .10 .13 .69 1.58
.5500 I 2.53 3.39 4.10 4.63 4.96
.8000 I 5.12 5.14 5.06 4.91 4.70
1.0500 I 4.47 4.21 3.95 3.68 3.41
1.3000 I 3.16 2.92 2.69 2.47 2.27
1.5500 I 2.08 1.91 1.75 1.60 1.47
1.8000 I 1.35 1.24 1.14 1.04 .96
2.0500 I .88 .81 .75 .69 .64
2.3000 I .59 .55 .51 .47 .44
2.5500 .41 .38 .36 .33 .31
2.8000 1 .29 .28 .26 .25 .23
3.0500 .22 .21 .20 .19 .18
3.3000 I .17 .17 .16 .16 .15
3.5500 I .15 .14 .14 .13 .13
3.8000 I .12 .12 .12 .12 .12
4.0500 1 .12 .12 .12 .12 .12
4.3000 I .12 .12 .12 .12 .12
4.5500 I .11 .11 .11 .11 .11
4.8000 .11 .11 .11 .11 .11
5.0500 .11 .11 .11 .11 .11
5.3000 .11 .11 .11 .11 .11
5.5500 .11 .11 .11 .11 .11
5.8000 I .11 .11 .11 .11 .11
6.0500 I .11 .11 .11 .11 .11
6.3000 .11 .11 .11 .11 .11
6.5500 I .10 .10 .10 .10 .10
6.8000 I .10 .10 .10 .10 .10
7.0500 I .10 .10 .10 .10 .10
7.3000 1 .10 .10 .10 .10 .10
7.5500 I .10 .10 .10 .10 .10
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Type.... Node: Addition Summary Page 4.03
Name.... OUT 20 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1

•
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs
---------
- Time on
----
- left represent
-
- s time for
--
- first value in
-
- each row.
-
I
7.8000 -
-----
.10 --------
-
---
.10 --
---
--
.10 --
--------
----
.10 --------
-
.10
8.0500 I .10 .10 .10 .10 .10
8.3000 I .10 .10 .10 .09 .09
8.5500 .09 .09 .09 .09 .09
8.8000 .09 .09 .09 .09 .09
9.0500 I .09 .09 .09 .09 .09
9.3000 I .09 .09 .09 .09 .09
9.5500 I .09 .09 .09 .09 .09
9.8000 I .09 .09 .09 .09 .09
10.0500 I .09 .09 .09 .09 .08
10.3000 I .08 .08 .08 .08 .08
10.5500 .08 .08 .08 .08 .08
10.8000 I .08 .08 .08 .08 .08
11.0500 I .08 .08 .08 .08 .08
11.3000 .08 .08 .08 .08 .08
11.5500 .08 .08 .08 .08 .08
11.8000 .08 .08 .08 .08 .07
12.0500 .07 .07 .07 .07 .07
12.3000 .07 .07 .07 .07 .07
12.5500 I .07 .07 .07 .07 .07
12.8000 .07 .07 .07 .07 .07
13.0500 .07 .07 .07 .07 .07
13.3000 .07 .07 .07 .07 .07
13.5500 .07 .07 .07 .06 .06
13.8000 .06 .06 .06 .06 .06
14.0500 .06 .06 .06 .06 .06
14.3000 I .06 .06 .06 .06 .06
14.5500 .06 .06 .06 .06 .06
14.8000 .06 .06 .06 .06 .06
15.0500 I .06 .06 .06 .06 .06
15.3000 I .06 .06 .06 .06 .05
15.5500 I .05 .05 .05 .05 .05
15.8000 .05 .05 .05 .05 .05
16.0500 .05 .05 .05 .05 .05
16.3000 .05 .05 .05 .05 .05
16.5500 .05 .05 .05 .05 .05
16.8000 .05 .05 .05 .05 .05
17.0500 .05 .04 .04 .04 .04
17.3000 .04 .04 .04 .04 .04
17.5500 .04 .04 .04 .04 .04
17.8000 .04 .04 .04 .04 .04
18.0500 .04 .04 .04 .04 .04
18.3000 I .04 .04 .04 .04 .04
18.5500 I .04 .04 .04 .04 .04
18.8000 I .04 .04 .04 .03 .03
SIN: EFYXYWGYYNFB Malpass & Associates
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Type.... Node: Addition Summary
Name.... OUT 20
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Page 4.04
Event: 1 yr
0 Storm... 1 Tag: 1

r ?
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------
- Time on
-
- left represent
-
----- s time for
---------- first value in each
-------------------- row.
------
I
19.0500 I --
-------
.03 -----
---
.03 .03 .03 .03
19.3000 I .03 .03 .03 .03 .03
19.5500 I .03 .03 .03 .03 .03
19.8000 .03 .03 .03 .03 .03
20.0500 I .03 .03 .03 .03 .03
20.3000 I .03 .03 .03 .03 .03
20.5500 I .03 .03 .03 .03 .03
20.8000 I .03 .03 .03 .02 .02
21.0500 I .02 .02 .02 .02 .02
21.3000 1 .02 .02 .02 .02 .02
21.5500 .02 .02 .02 .02 .02
21.8000 .02 .02 .02 .02 .02
22.0500 1 .02 .02 .02 .02 .02
22.3000 I .02 .02 .02 .02 .02
22.5500 .02 .02 .02 .01 .01
22.8000 .01 .01 .01 .01 .01
23.0500 .01 .01 .01 .01 .01
23.3000 I .01 .01 .01 .01 .01
23.5500 I .01 .01 .01 .01 .01
23.8000 I .01 .01 .01 .01 .01
24.0500 .01 .01 .01 .01 .01
24.3000 1 .01 .01 .01 .01 .01
24.5500 1 .01 .01 .01 .01 .01
24.8000 I .01 .01 .01 .01 .01
25.0500 I .01 .01 .01 .01 .01
25.3000 I .01 .01 .01 .01 .01
25.5500 1 .01 .01 .01 .01 .01
25.8000 .01 .01 .01 .01 .01
26.0500 I .01 .01 .01 .01 .01
26.3000 I .01 .01 .01 .01 .01
26.5500 I .01 .01 .01 .01 .01
26.8000 1 .01 .01 .01 .01 .01
27.0500 .01 .01 .01 .01 .01
27.3000 .01 .01 .01 .01 .01
27.5500 1 .01 .01 .01 .01 .01
27.8000 I .01 .01 .01 .01 .01
28.0500 .01 .00 .00 .00 .00
28.3000 I .00 .00 .00 .00 .00
28.5500 1 .00 .00 .00 .00 .00
28.8000 I .00 .00 .00 .00 .00
29.0500 I .00 .00 .00 .00 .00
29.3000 I .00 .00 .00 .00 .00
29.5500 I .00 .00 .00 .00 .00
29.8000 I .00 .00 .00 .00 .00
30.0500 1 .00 .00 .00 .00 .00
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•

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Type.... Node: Addition Summary Page 4.05
Name.... OUT 20 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs Time on left represents time for
--- first value in
---------------- each row.
----------
--------- I-
30.3000 1 -----------
.00 ---------------
.00 ------
.00 .00 .00
30.5500 1 .00 .00 .00 .00 .00
30.8000 1 .00 .00 .00 .00 .00
31.0500 1 .00 .00 .00 .00 .00
31.3000 ( .00 .00 .00 .00 .00
31.5500 I .00 .00 .00 .00 .00
31.8000 I .00 .00 .00 .00 .00
32.0500 I .00 .00 .00 .00 .00
32.3000 I .00 .00 .00 .00 .00
32.5500 I .00 .00 .00 .00 .00
32.8000 I .00 .00 .00 .00 .00
33.0500 I .00
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u
Type.... Time-Elev Page 5.01
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
0
L_J
Time Output Time increment = .0500 hrs
hrs Time on left represents time for
-
- first value in
------------- each row.
-----
---------I-
.0000 I ---------------
19.00 ------------
19.01 ----
---
19.05 19.14 19.30
.2500 I 19.53 19.81 20.15 20.52 20.88
.5000 I 21.22 21.50 21.73 21.90 22.02
.7500 22.09 22.13 22.13 22.12 22.08
1.0000 ( 22.04 21.98 21.92 21.86 21.80
1.2500 I 21.73 21.67 21.60 21.54 21.48
1.5000 I 21.43 21.37 21.32 21.27 21.22
1.7500 21.18 21.14 21.10 21.06 21.03
2.0000 I 20.99 20.96 20.93 20.91 20.88
2.2500 20.86 20.84 20.81 20.79 20.78
2.5000 20.76 20.74 20.73 20.71 20.70
2.7500 I 20.68 20.67 20.66 20.65 20.64
3.0000 I 20.63 20.62 20.61 20.60 20.59
3.2500 I 20.58 20.57 20.57 20.56 20.55
3.5000 I 20.55 20.54 20.53 20.53 20.52
3.7500 I 20.51 20.51 20.50 20.50 20.49
4.0000 I 20.49 20.48 20.47 20.47 20.46
4.2500 I 20.46 20.45 20.45 20.44 20.44
4.5000 I 20.43 20.42 20.42 20.41 20.41
4.7500 I 20.40 20.40 20.39 20.39 20.38
5.0000 I 20.38 20.37 20.36 20.36 20.35
5.2500 I 20.35 20.34 20.34 20.33 20.33
5.5000 I 20.32 20.32 20.31 20.31 20.30
5.7500 I 20.30 20.29 20.28 20.28 20.27
6.0000 I 20.27 20.26 20.26 20.25 20.25
6.2500 I 20.24 20.24 20.23 20.23 20.22
6.5000 I 20.22 20.21 20.21 20.20 20.19
6.7500 20.19 20.18 20.18 20.17 20.17
7.0000 20.16 20.16 20.15 20.15 20.14
7.2500 20.14 20.13 20.13 20.12 20.12
7.5000 20.11 20.11 20.10 20.10 20.09
7.7500 I 20.09 20.08 20.08 20.07 20.07
8.0000 I 20.06 20.06 20.05 20.05 20.04
8.2500 20.04 20.03 20.03 20.02 20.02
8.5000 1 20.01 20.01 20.00 20.00 19.99
8.7500 19.99 19.98 19.98 19.97 19.97
9.0000 19.96 19.96 19.95 19.95 19.94
9.2500 19.94 19.93 19.93 19.93 19.92
9.5000 19.92 19.91 19.91 19.90 19.90
9.7500 19.89 19.89 19.88 19.88 19.87
10.0000 19.87 19.86 19.86 19.85 19.85
10.2500 1 19.85 19.84 19.84 19.83 19.83
10.5000 19.82 19.82 19.81 19.81 19.80
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Time-Elev Page 5.02
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
• Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
is
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in each row.
---------I-
10.7500 ---------------
19.80 ------------
19.80 ---------
19.79 ---------------
19.79 ----------
19.78
11.0000 19.78 19.77 19.77 19.76 19.76
11.2500 I 19.76 19.75 19.75 19.74 19.74
11.5000 I 19.73 19.73 19.73 19.72 19.72
11.7500 I 19.71 19.71 19.70 19.70 19.70
12.0000 I 19.69 19.69 19.68 19.68 19.68
12.2500 I 19.67 19.67 19.66 19.66 19.65
12.5000 19.65 19.65 19.64 19.64 19.63
12.7500 I 19.63 19.63 19.62 19.62 19.61
13.0000 19.61 19.61 19.60 19.60 19.59
13.2500 I 19.59 19.59 19.58 19.58 19.57
13.5000 I 19.57 19.57 19.56 19.56 19.56
13.7500 ( 19.55 19.55 19.54 19.54 19.54
14.0000 I 19.53 19.53 19.53 19.52 19.52
14.2500 I 19.52 19.51 19.51 19.50 19.50
14.5000 19.50 19.49 19.49 19.49 19.48
14.7500 19.48 19.48 19.47 19.47 19.47
15.0000 I 19.46 19.46 19.46 19.45 19.45
15.2500 I 19.45 19.44 19.44 19.44 19.43
15.5000 19.43 19.43 19.42 19.42 19.42
15.7500 19.41 19.41 19.41 19.40 19.40
16.0000 I 19.40 19.39 19.39 19.39 19.38
16.2500 19.38 19.38 19.37 19.37 19.37
16.5000 19.37 19.36 19.36 19.36 19.35
16.7500 I 19.35 19.35 19.35 19.34 19.34
17.0000 I 19.34 19.33 19.33 19.33 19.33
17.2500 I 19.32 19.32 19.32 19.32 19.31
17.5000 I 19.31 19.31 19.30 19.30 19.30
17.7500 19.30 19.29 19.29 19.29 19.29
18.0000 I 19.28 19.28 19.28 19.28 19.27
18.2500 19.27 19.27 19.27 19.27 19.26
18.5000 I 19.26 19.26 19.26 19.25 19.25
18.7500 I 19.25 19.25 19.24 19.24 19.24
19.0000 I 19.24 19.24 19.23 19.23 19.23
19.2500 I 19.23 19.23 19.22 19.22 19.22
19.5000 I 19.22 19.21 19.21 19.21 19.21
19.7500 I 19.21 19.21 19.20 19.20 19.20
20.0000 19.20 19.20 19.19 19.19 19.19
20.2500 I 19.19 19.19 19.18 19.18 19.18
20.5000 I 19.18 19.18 19.18 19.17 19.17
20.7500 I 19.17 19.17 19.17 19.17 19.16
21.0000 I 19.16 19.16 19.16 19.16 19.16
21.2500 I 19.16 19.15 19.15 19.15 19.15
21.5000 I 19.15 19.15 19.15 19.14 19.14
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Time-Elev Page 5.03
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)

is
Time Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in each row.
---------I-
21.7500 I ---------------
19.14 ------------
19.14 ---------
19.14 ---------------
19.14 ----------
19.14
22.0000 I 19.14 19.13 19.13 19.13 19.13
22.2500 I 19.13 19.13 19.13 19.13 19.13
22.5000 19.12 19.12 19.12 19.12 19.12
22.7500 I 19.12 19.12 19.12 19.12 19.12
23.0000 1 19.11 19.11 19.11 19.11 19.11
23.2500 1 19.11 19.11 19.11 19.11 19.11
23.5000 I 19.11 19.11 19.11 19.10 19.10
23.7500 I 19.10 19.10 19.10 19.10 19.10
24.0000 I 19.10 19.10 19.10 19.10 19.10
24.2500 I 19.10 19.10 19.10 19.09 19.09
24.5000 I 19.09 19.09 19.09 19.09 19.09
24.7500 I 19.09 19.09 19.09 19.09 19.09
25.0000 I 19.09 19.09 19.09 19.09 19.09
25.2500 I 19.09 19.09 19.08 19.08 19.08
25.5000 I 19.08 19.08 19.08 19.08 19.08
25.7500 I 19.08 19.08 19.08 19.08 19.08
26.0000 1 19.08 19.08 19.08 19.08 19.08
26.2500 1 19.08 19.08 19.08 19.08 19.08
26.5000 I 19.08 19.07 19.07 19.07 19.07
26.7500 19.07 19.07 19.07 19.07 19.07
27.0000 19.07 19.07 19.07 19.07 19.07
27.2500 1 19.07 19.07 19.07 19.07 19.07
27.5000 1 19.07 19.07 19.07 19.07 19.07
27.7500 1 19.07 19.07 19.07 19.07 19.06
28.0000 I 19.06 19.06 19.06 19.06 19.06
28.2500 I 19.06 19.06 19.06 19.06 19.06
28.5000 1 19.06 19.06 19.06 19.06 19.06
28.7500 1 19.06 19.06 19.06 19.06 19.06
29.0000 1 19.06 19.06 19.06 19.06 19.06
29.2500 19.06 19.06 19.06 19.06 19.06
29.5000 1 19.06 19.05 19.05 19.05 19.05
29.7500 I 19.05 19.05 19.05 19.05 19.05
30.0000 I 19.05 19.05 19.05 19.05 19.05
30.2500 I 19.05 19.05 19.05 19.05 19.05
30.5000 I 19.05 19.05 19.05 19.05 19.05
30.7500 I 19.05 19.05 19.05 19.05 19.05
31.0000 I 19.05 19.05 19.05 19.05 19.05
31.2500 I 19.05 19.05 19.05 19.05 19.05
31.5000 I 19.04 19.04 19.04 19.04 19.04
31.7500 I 19.04 19.04 19.04 19.04 19.04
32.0000 I 19.04 19.04 19.04 19.04 19.04
32.2500 I 19.04 19.04 19.04 19.04 19.04
32.5000 I 19.04 19.04 19.04 19.04 19.04
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Time-Elev Page 5.04
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
. Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in each row.
---------I---------------------------------------- ---------------
32.7500 19.04 19.04 19.04 19.04 19.04
33.0000 I 19.04 19.04
i
•
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005

Type.... Time vs. Volume Page 6.01
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in each row.
--
---------I-
.0000 I ----------------
.000 ----------
.001 ---------------
.003 ----------
.009 -------
-
.019
.2500 I .035 .056 .082 .114 .147
.5000 I .180 .210 .235 .255 .269
.7500 .278 .282 .283 .281 .277
1.0000 .271 .265 .258 .251 .243
1.2500 .236 .229 .222 .215 .208
1.5000 .202 .196 .191 .186 .181
1.7500 .177 .172 .168 .165 .161
2.0000 .158 .155 .152 .150 .147
2.2500 .145 .143 .141 .139 .137
2.5000 I .135 .134 .132 .131 .130
2.7500 .129 .127 .126 .125 .124
3.0000 .123 .122 .122 .121 .120
3.2500 .119 .119 .118 .117 .117
3.5000 .116 .115 .115 .114 .114
3.7500 .113 .113 .112 .112 .111
4.0000 .111 .110 .110 .109 .109
4.2500 .108 .108 .107 .107 .106
4.5000 .106 .105 .105 .105 .104
4.7500 .104 .103 .103 .102 .102
5.0000 I .101 .101 .100 .100 .099
5.2500 I .099 .098 .098 .098 .097
5.5000 I .097 .096 .096 .095 .095
5.7500 I .094 .094 .093 .093 .093
6.0000 .092 .092 .091 .091 .090
6.2500 .090 .089 .089 .089 .088
6.5000 .088 .087 .087 .086 .086
6.7500 ( .086 .085 .085 .084 .084
7.0000 I .083 .083 .083 .082 .082
7.2500 I .081 .081 .080 .080 .080
7.5000 I .079 .079 .078 .078 .078
7.7500 .077 .077 .076 .076 .076
8.0000 I .075 .075 .074 .074 .074
8.2500 I .073 .073 .072 .072 .072
8.5000 I .071 .071 .070 .070 .070
8.7500 I .069 .069 .069 .068 .068
9.0000 I .067 .067 .067 .066 .066
9.2500 I .065 .065 .065 .064 .064
9.5000 I .064 .063 .063 .063 .062
9.7500 I .062 .061 .061 .061 .060
10.0000 I .060 .060 .059 .059 .059
10.2500 I .058 .058 .058 .057 .057
10.5000 .057 .056 .056 .055 .055
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Time vs. Volume Page 6.02
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•
J
Time Output Time increment = .0500 hrs
hrs Time on left represents time for first
--
-------- value in
--------- each row.
-----------
---------I-
10.7500 ----------------
.055 ------------
.054 --
-
.054 .054 .053
11.0000 .053 .053 .052 .052 .052
11.2500 1 .051 .051 .051 .051 .050
11.5000 I .050 .050 .049 .049 .049
11.7500 I .048 .048 .048 .047 .047
12.0000 I .047 .046 .046 .046 .046
12.2500 I .045 .045 .045 .044 .044
12.5000 .044 .043 .043 .043 .042
12.7500 I .042 .042 .042 .041 .041
13.0000 .041 .040 .040 .040 .040
13.2500 .039 .039 .039 .039 .038
13.5000 I .038 .038 .037 .037 .037
13.7500 I .037 .036 .036 .036 .036
14.0000 I .035 .035 .035 .035 .034
14.2500 I .034 .034 .034 .033 .033
14.5000 I .033 .033 .032 .032 .032
14.7500 I .032 .031 .031 .031 .031
15.0000 I .030 .030 .030 .030 .029
15.2500 I .029 .029 .029 .028 .028
15.5000 I .028 .028 .028 .027 .027
15.7500 1 .027 .027 .026 .026 .026
16.0000 I .026 .026 .025 .025 .025
16.2500 1 .025 .025 .024 .024 .024
16.5000 1 .024 .023 .023 .023 .023
16.7500 .023 .023 .022 .022 .022
17.0000 1 .022 .022 .021 .021 .021
17.2500 I .021 .021 .020 .020 .020
17.5000 1 .020 .020 .020 .019 .019
17.7500 1 .019 .019 .019 .019 .018
18.0000 .018 .018 .018 .018 .018
18.2500 .017 .017 .017 .017 .017
18.5000 .017 .016 .016 .016 .016
18.7500 .016 .016 .016 .015 .015
19.0000 .015 .015 .015 .015 .015
19.2500 1 .014 .014 .014 .014 .014
19.5000 .014 .014 .014 .013 .013
19.7500 .013 .013 .013 .013 .013
20.0000 .013 .012 .012 .012 .012
20.2500 .012 .012 .012 .012 .011
20.5000 .011 .011 .011 .011 .011
20.7500 .011 .011 .011 .010 .010
21.0000 .010 .010 .010 .010 .010
21.2500 .010 .010 .010 .010 .009
21.5000 .009 .009 .009 .009 .009
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Time vs. Volume Page 6.03
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)

•
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for first
--
-- value in
---------- each row.
----------
---------I-
21.7500 ---------------
.009 -----------
.009 ----------
-
.009 .009 .009
22.0000 .009 .008 .008 .008 .008
22.2500 .008 .008 .008 .008 .008
22.5000 .008 .008 .008 .008 .008
22.7500 .008 .007 .007 .007 .007
23.0000 .007 .007 .007 .007 .007
23.2500 .007 .007 .007 .007 .007
23.5000 .007 .007 .007 .007 .006
23.7500 I .006 .006 .006 .006 .006
24.0000 I .006 .006 .006 .006 .006
24.2500 I .006 .006 .006 .006 .006
24.5000 I .006 .006 .006 .006 .006
24.7500 I .006 .006 .006 .006 .006
25.0000 .006 .005 .005 .005 .005
25.2500 .005 .005 .005 .005 .005
25.5000 .005 .005 .005 .005 .005
25.7500 .005 .005 .005 .005 .005
26.0000 I .005 .005 .005 .005 .005
26.2500 .005 .005 .005 .005 .005
26.5000 I .005 .005 .005 .005 .005
26.7500 I .005 .005 .005 .005 .004
27.0000 I .004 .004 .004 .004 .004
27.2500 .004 .004 .004 .004 .004
27.5000 .004 .004 .004 .004 .004
27.7500 I .004 .004 .004 .004 .004
28.0000 .004 .004 .004 .004 .004
28.2500 .004 .004 .004 .004 .004
28.5000 I .004 .004 .004 .004 .004
28.7500 I .004 .004 .004 .004 .004
29.0000 I .004 .004 .004 .004 .004
29.2500 I .004 .004 .003 .003 .003
29.5000 I .003 .003 .003 .003 .003
29.7500 I .003 .003 .003 .003 .003
30.0000 .003 .003 .003 .003 .003
30.2500 I .003 .003 .003 .003 .003
30.5000 I .003 .003 .003 .003 .003
30.7500 I .003 .003 .003 .003 .003
31.0000 I .003 .003 .003 .003 .003
31.2500 I .003 .003 .003 .003 .003
31.5000 I .003 .003 .003 .003 .003
31.7500 I .003 .003 .003 .003 .003
32.0000 I .003 .003 .003 .003 .003
32.2500 I .003 .003 .003 .003 .003
32.5000 .003 .003 .002 .002 .002
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Time vs. Volume Page 6.04
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in each row.
---------i--------------------------------------------------------------
32.7500 I .002 .002 .002 .002 .002
33.0000 I .002 .002
0
•
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Vol: Elev-Area
Name.... POND 10
Page 7.01
40 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum
(ft)
------------ (sq.in) (sq.ft)
--------------------- (sq.ft)
----------------- (ac-ft)
--------- (ac-ft)
-------------
19.00 ----- 2690 0 .000 .000
20.00 ----- 3443 9176 .070 .070
21.00 ----- 4274 11553 .088 .159
22.00 ----- 5183 14164 .108 .267
22.50 ----- 5646 16239 .062 .329
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 ELl and EL2
0

S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Outlet Input Data
Name.... Outlet 1
Page 8.01
• File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 19.00 ft
Increment = .08 ft
Max. Elev.= 22.50 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
Inlet Box RO ---> CO 20.500 22.500
Orifice-Circular 00 ---> CO 19.000 22.500
Culvert-Circular CO ---> TW 19.000 22.500
TW SETUP, DS Channel

0
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Outlet Input Data
Name.... Outlet 1
Page 8.02
is File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = RO
Structure Type = Inlet Box
------------------
# of Openings -----------
= 1 -------
Invert Elev. = 20.50 ft
Orifice Area = 4.0000 sq.ft
Orifice Coeff. _ .600
Weir Length = 8.00 ft
Weir Coeff. _ .300
K, Reverse = .500
Mannings n = .0000
Kev,Charged Riser = .000
Weir Submergence = No
Structure ID = 00
Structure Type =
------------------- Orifice-Circular
-----------------
# of Openings = 1
Invert Elev. = 19.00 ft
Diameter 2.00 in
Orifice Coeff. .600
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Outlet Input Data
Name.... Outlet 1
Page 8.03
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
OUTLET STRUCTURE INPUT DATA
0
Structure ID = CO
Structure Type =
------------------- Culvert-Circular
-----------------
No. Barrels = 1
Barrel Diameter = 15.00 in
Upstream Invert = 19.00 ft
Dnstream Invert = 19.00 ft
Horiz. Length = 20.00 ft
Barrel Length = 20.00 ft
Barrel Slope = .00000 ft/ft
OUTLET CONTROL DATA ...
Mannings n = .0130
Ke = .2000 (forward entrance loss)
Kb = .023225 (per ft of full flow)
Kr = .2000 (reverse entrance loss)
HW Convergence = .001 +/- ft
INLET CONTROL DATA. ..
Equation form = 1
Inlet Control K = .0045
Inlet Control M = 2.0000
Inlet Control c = .03170
Inlet Control Y = .6900
T1 ratio (HW/D) = 1.095
T2 ratio (HW/D) = 1.197
Slope Factor = -.500
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 & T2...
At T1 Elev = 20.37 ft ---> Flow = 4.80 cfs
At T2 Elev = 20.50 ft ---> Flow = 5.49 cfs
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
n
CONVERGENCE TOLERANCES ...
Maximum Iterations= 40
Min. TW tolerance = .01 ft
Max. TW tolerance = .01 ft
Min. HW tolerance = .01 ft
Max. HW tolerance = .01 ft
Min. Q tolerance = .00 cfs
Max. Q tolerance = .00 cfs
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 8.04
9 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = RO (Inlet Box)
---
Ups ------
tream ---
ID --------
= ( ---
Pon ---------------
d Water Surface)
DNs tream ID = CO (Cu lvert-Circular)
Pond WS. Device (into) Converge N ext DS HGL Q SUM DS Ch an. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft
---- cfs
------ ft ft ft +/-ft +/-cfs ft +/-ft
--
--
19.00 -
.00 - ------
... - - -------
... -- -----
... ------ ------
... ... -----
Free -- -------
Outfall
WS below an invert; no flow.
19.08 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.17 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.25 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.33 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.42 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.50 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.58 .00 ... ... Free Outfall
WS below an invert; no flow.
19.67 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.75 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.83 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.92 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
20.00 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
20.08 .00 ... ... ... ... Free Outfall
WS below an invert; no flow.
20.17 .00 ... ... ... ... Free Outfall
WS below an invert; no flow.
20.25 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
20.33 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
20.42 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.

SIN: EFYXYWGYYNFB
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9:18 AM
Malpass & Associates
12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 8.05
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = RO
-
--
-
---- (Inlet Box)
------------------
--------
--
--
Upstream ID = ( Pond Water Surface )
DNstream ID = CO (Culvert-C ircular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS C han. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs
--
-- ft ft
-
----- ft
------- +/-ft +
--
-- /-cfs
--
-- ft
---- +/-ft
--- -------
--------
20.50 -
--
.00 ------- ---
... ... ... -
- -
... -
... Free Outfall
WS below an invert; no flow.
20.58 .06 20.58 Free 19.26 .000 .000 Free Outfall
Weir: H =.08ft
20.67 .16 20.67 Free 19.32 .000 .000 Free Outfall
Weir: H =.17ft
20.75 .30 20.75 Free 19.39 .000 .000 Free Outfall
Weir: H =.25ft
20.83 .46 20.83 Free 19.46 .000 .000 Free Outfall
Weir: H =.33ft
20.92 .65 20.92 Free 19.53 .000 .000 Free Outfall
Weir: H =.42ft
21.00 .85 21.00 Free 19.59 .000 .000 Free Outfall
Weir: H =.50ft
21.08 1.07 21.08 Free 19.66 .000 .000 Free Outfall
Weir: H =.58ft
21.17 1.31 21.17 Free 19.72 .000 .000 Free Outfall
Weir: H =.67ft
21.25 1.56 21.25 Free 19.79 .000 .000 Free Outfall
Weir: H =.75ft
21.33 1.83 21.33 Free 19.85 .000 .000 Free Outfall
Weir: H =.83ft
21.42 2.11 21.42 Free 19.92 .000 .000 Free Outfall
Weir: H =.92ft
21.50 2.40 21.50 Free 19.98 .000 .000 Free Outfall
Weir: H =1.00ft
21.58 2.71 21.58 Free 20.05 .000 .000 Free Outfall
Weir: H =1.08ft
21.67 3.02 21.67 Free 20.12 .000 .000 Free Outfall
Weir: H =1.17ft
21.75 3.35 21.75 Free 20.19 .000 .000 Free Outfall
Weir: H =1.25ft
21.83 3.69 21.83 Free 20.26 .000 .000 Free Outfall
Weir: H =1.33ft
21.92 4.05 21.92 Free 20.33 .000 .000 Free Outfall
Weir: H =1.42ft
0
SIN: EFYXYWGYYNFB
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9:18 AM
Malpass & Associates
12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 8.06
0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = RO (Inlet Box)
-----------------------
-----
--
-------
-
Upstream ID = (P ond Water Surface)
DNstream ID = CO ( Culvert-C ircular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS C han. TW
Elev. Q HW HGL DS HGL DS HGL Error E rror TW Error
ft cfs ft ft ft +/-ft +/ -cfs ft +/-ft
--------
22.00 -------
4.41 - ------- --------
22.00 Free -------
20.40 ------ --
.000 ----
.000 ----
Free --- -------
Outfall
Weir: H =1.50ft
22.08 4.78 22.08 Free 20.48 .000 .000 Free Outfall
Weir: H =1.58ft
22.17 5.16 22.17 20.57 20.57 .000 .000 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: H = 1.67ft
22.25 5.56 22.25 20.66 20.66 .000 .000 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: H = 1.75ft
22.33 5.96 22.33 20.76 20.76 .000 .000 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: H = 1.83ft
22.42 6.37 22.42 20.87 20.87 .000 .000 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: H = 1.92ft
22.50 6.79 22.50 20.98 20.98 .000 .000 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: H =2.00ft
r1
0
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 8.07
9 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure
-
-
-
- ID = 00
-
----- (Orifice-Circular)
------------------
-
--
--
-
Upstream ---
-
ID = ( Pond Water Surface)
DNstream ID = CO (Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Ch an. TW
Elev. Q HW HGL DS HGL DS HGL Error E rror TW Error
ft
-
-- cfs
-
- ft
- ft
--- ft
--
---- +/-ft +/
------ -- -cfs
--- ft
----- +/-ft
-- -
-----
-
---
-
19.00 -
--
--
.00 - ------
... -----
... -
... ... -
... Free -
Outfall
WS below an invert; no flow.
19.08 .01 19.08 19.06 19.06 .000 .000 Free Outfall
BACKWATER CONTROL.. Vh= .020 ft hwDi= .063ft Lbw = Oft Hev= .OOft
19.17 .02 19.17 19.11 19.11 .000 .000 Free Outfall
H =.06
19.25 .04 19.25 19.13 19.13 .000 .000 Free Outfall
H =.12
19.33 .05 19.33 19.14 19.14 .000 .000 Free Outfall
H =.19
19.42 .05 19.42 19.15 19.15 .000 .000 Free Outfall
H =.26
19.50 .06 19.50 19.16 19.16 .000 .000 Free Outfall
H =.34
• 19.58 .07 19.58 19.17 19.17 .000 .000 Free Outfall
H =.42
19.67 .07 19.67 19.17 19.17 .000 .000 Free Outfall
H =.49
19.75 .08 19.75 19.18 19.18 .000 .000 Free Outfall
H =.57
19.83 .08 19.83 19.19 19.19 .000 .000 Free Outfall
H =.65
19.92 .09 19.92 19.19 19.19 .000 .000 Free Outfall
H =.73
20.00 .09 20.00 19.19 19.19 .000 .000 Free Outfall
H =.81
20.08 .10 20.08 19.20 19.20 .000 .000 Free Outfall
H =.88
20.17 .10 20.17 19.20 19.21 .003 .000 Free Outfall
H =.96
20.25 .11 20.25 19.21 19.21 .000 .000 Free Outfall
H =1.04
20.33 .11 20.33 19.21 19.21 .003 .000 Free Outfall
H =1.12
20.42 .12 20.42 19.21 19.22 .003 .000 Free Outfall
H =1.20
41
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 8.08
• File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure
-
- ID = 00
-
---- (Orifice-Circular)
-------------------
-
-------
Upstream -
---
ID = (Pond Wate r Surface )
DNstream ID = CO (Culvert- Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Ch an. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft
- cfs
-
- ft ft ft +/-ft + /-cfs ft +/-ft
--
-----
20.50 -
---
-
.12 - -------
20.50 --------
19.22 -------
19.22 ------ -
.000 -----
.000 -----
Free -- -------
Outfall
H =1.28
20.58 .12 20.58 19.26 19.26 .000 .000 Free Outfall
H =1.32
20.67 .12 20.67 19.32 19.32 .000 .000 Free Outfall
H =1.34
20.75 .12 20.75 19.39 19.39 .000 .000 Free Outfall
H =1.36
20.83 .12 20.83 19.46 19.46 .000 .000 Free Outfall
H =1.37
20.92 .12 20.92 19.53 19.53 .000 .000 Free Outfall
H =1.39
21.00 .12 21.00 19.59 19.59 .000 .000 Free Outfall
H =1.41
• 21.08 .13 21.08 19.66 19.66 .000 .000 Free Outfall
H =1.43
21.17 .13 21.17 19.72 19.72 .000 .000 Free Outfall
H =1.44
21.25 .13 21.25 19.79 19.79 .000 .000 Free Outfall
H =1.46
21.33 .13 21.33 19.85 19.85 .000 .000 Free Outfall
H =1.48
21.42 .13 21.42 19.92 19.92 .000 .000 Free Outfall
H =1.50
21.50 .13 21.50 19.98 19.98 .000 .000 Free Outfall
H =1.52
21.58 .13 21.58 20.05 20.05 .000 .000 Free Outfall
H =1.53
21.67 .13 21.67 20.12 20.12 .000 .000 Free Outfall
H =1.55
21.75 .13 21.75 20.19 20.19 .000 .000 Free Outfall
H =1.56
21.83 .13 21.83 20.26 20.26 .000 .000 Free Outfall
H =1.58
21.92 .13 21.92 20.33 20.33 .000 .000 Free Outfall
H =1.59

SIN: EFYXYWGYYNFB
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9:18 AM
Malpass & Associates
12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 8.09
0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure
---------- ID = 00
--------- (Orifice
--------- -Circular)
----------
Upstream ID = (Pond Water Surface )
DNstream ID = CO (Culvert -Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS C han. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft
-----
- cfs
-------
- ft ft ft +/-ft + /-cfs ft +/-ft
-
-
22.00
.13 -------
22.00 --------
20.40 -------
20.40 ------ -
.000 -----
.000 -----
Free -- -------
Outfall
H =1.60
22.08 .13 22.08 20.48 20.48 .000 .000 Free Outfall
H =1.60
22.17 .13 22.17 20.57 20.57 .000 .000 Free Outfall
H =1.60
22.25 .13 22.25 20.66 20.66 .000 .000 Free Outfall
H =1.59
22.33 .13 22.33 20.76 20.76 .000 .000 Free Outfall
H =1.57
22.42 .13 22.42 20.87 20.87 .000 .000 Free Outfall
H =1.55
22.50 .13 22.50 20.98 20.98 .000 .000 Free Outfall
H =1.52
•
•
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 8.10
0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CO (Culvert-Circular)
--------------------------------------
Mannings open channel maximum capacity: .00 cfs
UPstream ID's= R0, 00
DNstream ID = TW (Pond Outfall)
Pond WS.
Elev.
ft
19.00
•
•
19.08
19.17
19.25
19.33
19.42
19.50
19.58
19.67
19.75
19.83
19.92
20.00
20.08
20.17
20.25
20.33
20.42
Device (into) Converge
Q HW HGL DS HGL
cfs ft ft
-------- -------- --------
.00 ... ...
WS below an invert;
.01 19.06 Free
BACKWATER CONTROL..
.03 19.11 Free
BACKWATER CONTROL..
.04 19.13 Free
BACKWATER CONTROL..
.05 19.14 Free
BACKWATER CONTROL..
.05 19.15 Free
BACKWATER CONTROL..
.06 19.16 Free
BACKWATER CONTROL..
.07 19.17 Free
BACKWATER CONTROL..
.07 19.17 Free
BACKWATER CONTROL..
.08 19.18 Free
BACKWATER CONTROL..
.08 19.19 Free
BACKWATER CONTROL..
.09 19.19 Free
BACKWATER CONTROL..
.09 19.19 Free
BACKWATER CONTROL..
.10 19.20 Free
BACKWATER CONTROL..
.10 19.21 Free
BACKWATER CONTROL..
.11 19.21 Free
BACKWATER CONTROL..
.11 19.21 Free
BACKWATER CONTROL..
.11 19.22 Free
BACKWATER CONTROL..
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
Next DS HGL Q SUM
DS HGL Error Error
ft +/-ft +/-cfs
------- ------ ------
no flow.
Free
Vh= .OOlft
Free
Vh= .004ft
Free
Vh= .005ft
Free
Vh= .007ft
Free
Vh= .007ft
Free
Vh= .008ft
Free
Vh= .009ft
Free
Vh= .009ft
Free
Vh= .010ft
Free
Vh= .010ft
Free
Vh= .Ollft
Free
Vh= .Ollft
Free
Vh= .012ft
Free
Vh= .012ft
Free
Vh= .012ft
Free
Vh= .013ft
Free
Vh= .013ft
DS Chan. TW
TW Error
ft +/-ft
------- -------
Free Outfall
.000 .000 Free Outfall
hwDi= .062ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .106ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .122ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .134ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .144ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .151ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .158ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .164ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .168ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .174ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .178ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .181ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .185ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .188ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .192ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .194ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .197ft Lbw= 20.Oft Hev= .OOft
9:18 AM
Malpass & Associates
12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 8.11
• File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CO (Culvert-Circular)
--------------------------------------
Mannings open channel maximum capacity: .00 cfs
UPstream ID's= R0, 00
DNstream ID = TW (Pond Outfall)
Pond WS
Elev.
ft
20.50
C
•
20.58
20.67
20.75
20.83
20.92
21.00
21.08
21.17
21.25
21.33
21.42
21.50
21.58
21.67
21.75
21.83
21.92
Device (into) Converge
Q HW HGL DS HGL
cfs ft ft
------- --------
.12 19.22 Free
BACKWATER CONTROL..
.18 19.26 Free
BACKWATER CONTROL..
.29 19.32 Free
BACKWATER CONTROL..
.42 19.39 Free
BACKWATER CONTROL..
.58 19.46 Free
BACKWATER CONTROL..
.77 19.53 Free
BACKWATER CONTROL..
.97 19.59 Free
BACKWATER CONTROL..
1.19 19.66 Free
BACKWATER CONTROL..
1.43 19.72 Free
BACKWATER CONTROL..
1.69 19.79 Free
BACKWATER CONTROL..
1.95 19.85 Free
BACKWATER CONTROL..
2.23 19.92 Free
BACKWATER CONTROL..
2.53 19.98 Free
BACKWATER CONTROL..
2.84 20.05 Free
BACKWATER CONTROL..
3.15 20.12 Free
BACKWATER CONTROL..
3.48 20.19 Free
BACKWATER CONTROL..
3.83 20.26 Free
BACKWATER CONTROL..
4.18 20.33 Free
BACKWATER CONTROL..
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
Next
DS HGL
ft
Free
Vh= .014f
Free
Vh= .018f
Free
Vh= .026f
Free
Vh= .035f
Free
Vh= .044f
Free
Vh= .055f
Free
Vh= .065f
Free
Vh= .076f
Free
Vh= .087f
Free
Vh= .099f
Free
Vh= .110f
Free
Vh= .124f
Free
Vh= .137f
Free
Vh= .151f
Free
Vh= .165f
Free
Vh= .181f
Free
Vh= .198f
Free
Vh= .217f
DS HGL Q SUM DS Chan. TW
Error Error TW Error
+/-ft +/-cfs ft +/-ft
------ ------ ------- -------
.000 .001 Free Outfall
t hwDi= .200ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
t hwDi= .239ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
t hwDi= .294ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
t hwDi= .350ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
t hwDi= .405ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
t hwDi= .461ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
t hwDi= .514ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
t hwDi= .566ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
t hwDi= .618ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
t hwDi= .669ft Lbw= 20.Oft Hev= .OOft
.000 .002 Free Outfall
t hwDi= .719ft Lbw= 20.Oft Hev= .OOft
.000 .002 Free Outfall
t hwDi= .769ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
t hwDi= .820ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
t hwDi= .869ft Lbw= 20.Oft Hev= .OOft
.000 .002 Free Outfall
t hwDi= .919ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
t hwDi= .968ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
t hwDi= 1.018ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
t hwDi= 1.068ft Lbw= 20.Oft Hev= .OOft
9:18 AM
Malpass & Associates
12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 8.12
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\PB09-HUDSON POND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CO (Culvert-Circular)
--------------------------------------
Mannings open channel maximum capacity: .00 cfs
UPstream ID's= R0, 00
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
----- ------- -------
--------
22.00 ---------
4.54 -------
20.40 --------
Free Free .000 .003 Free Outfall
BACKWATER CONTROL.. Vh= .2 39ft hwDi= 1.117ft Lbw= 20.Oft Hev=
22.08 4.91 20.48 Free Free .000 .002 Free Outfall
BACKWATER CONTROL.. Vh= .2 64ft hwDi= 1.166ft Lbw= 20.Oft Hev=
22.17 5.30 20.57 Free Free .000 .001 Free Outfall
BACKWATER CONTROL.. Vh= .2 94ft hwDi= 1.214ft Lbw= 20.Oft Hev=
22.25 5.69 20.66 Free Free .000 .000 Free Outfall
FULL FLOW ...Lfull=1 .34ft Vh=.334ft HL=.411ft Hev= .OOft
22.33 6.09 20.76 Free Free .000 .004 Free Outfall
FULL FLOW ...Lfull=6 .05ft Vh=.382ft HL=.512ft Hev= .OOft
22.42 6.50 20.87 Free Free .000 .003 Free Outfall
FULL FLOW ...Lfull=9 .68ft Vh=.435ft HL=.620ft Hev= .OOft
22.50 6.91 20.98 Free Free .000 .007 Free Outfall
is FULL FLOW ...Lfull=12.42ft Vh=.493ft HL=.734ft Hev= .OOft
•
OOft
OOft
OOft
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Composite Rating Curve
Name.... Outlet 1
Page 8.13
0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
***** COMPOSITE OUTFLOW SUMMARY ****
r?
U
C,
WS Elev, Total Q Notes
-------- -------- ------ -- Converge ----------- -- ------------
Elev. Q TW Elev Error
ft cfs ft +/-ft Contributin g Structures
--------
19.00 -------
.00 ------
Free -- ----- -
Outfall -----------
(no Q: RO, --
OO ------------
,CO)
19.08 .01 Free Outfall OO,CO (no Q: RO)
19.17 .03 Free Outfall OO,CO (no Q: RO)
19.25 .04 Free Outfall OO,CO (no Q: RO)
19.33 .05 Free Outfall OO,CO (no Q: RO)
19.42 .05 Free Outfall OO,CO (no Q: RO)
19.50 .06 Free Outfall OO,CO (no Q: RO)
19.58 .07 Free Outfall OO,CO (no Q: RO)
19.67 .07 Free Outfall OO,CO (no Q: RO)
19.75 .08 Free Outfall OO,CO (no Q: RO)
19.83 .08 Free Outfall OO,CO (no Q: RO)
19.92 .09 Free Outfall OO,CO (no Q: RO)
20.00 .09 Free Outfall OO,CO (no Q: RO)
20.08 .10 Free Outfall OO,CO (no Q: RO)
20.17 .10 Free Outfall OO,CO (no Q: RO)
20.25 .11 Free Outfall OO,CO (no Q: RO)
20.33 .11 Free Outfall OO,CO (no Q: RO)
20.42 .11 Free Outfall OO,CO (no Q: RO)
20.50 .12 Free Outfall OO,CO (no Q: RO)
20.58 .18 Free Outfall RO,00,CO
20.67 .29 Free Outfall RO,00,CO
20.75 .42 Free Outfall RO,00,CO
20.83 .58 Free Outfall RO,00,CO
20.92 .77 Free Outfall RO,00,CO
21.00 .97 Free Outfall RO,00,CO
21.08 1.19 Free Outfall RO,00,CO
21.17 1.43 Free Outfall RO,00,CO
21.25 1.69 Free Outfall RO,00,CO
21.33 1.95 Free Outfall RO,00,CO
21.42 2.23 Free Outfall RO,00,CO
21.50 2.53 Free Outfall RO,00,CO
21.58 2.84 Free Outfall RO,00,CO
21.67 3.15 Free Outfall RO,00,CO
21.75 3.48 Free Outfall RO,00,CO
21.83 3.83 Free Outfall RO,00,CO
21.92 4.18 Free Outfall RO,00,CO
22.00 4.54 Free Outfall RO,00,CO
22.08 4.91 Free Outfall RO,00,CO
SIN: EFYXYWGYYNFB
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9:18 AM
Malpass & Associates
12/2/2005
Type.... Composite Rating Curve
Name.... Outlet 1
0
Page 8.14
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev, Total Q Notes
-------- -------- -------- Converge -------------------------
Elev. Q TW Elev Error
ft cfs ft +/-ft Contributing Structures
-------------------------
--------
22.17 -------
5.30 -------- ----- -
Free Outfall RO,OO,CO
22.25 5.69 Free Outfall RO,OO,CO
22.33 6.09 Free Outfall RO,OO,CO
22.42 6.50 Free Outfall RO,OO,CO
22.50 6.91 Free Outfall RO,OO,CO
•
•
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Pond E-V-Q Table Page 9.01
Name.... POND 10
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw

LEVEL POOL ROUTING DATA
HYG Dir = M:\Haestad\PondPack\P800-899\P809-Hudson\
Inflow HYG file = NONE STORED - POND 10 IN 1
Outflow HYG file = NONE STORED - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = Outlet 1
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 19.00 ft
Starting Volume = .000 ac- ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + O
ft cfs ac-ft sq.ft cfs cfs cfs
-------------
19.00 -----------
.00 ----------
.000 --- --------
2690 -----------
.00 ------------
.00 ----------
.00
19.08 .01 .005 2749 .00 .01 2.52
19.17 .03 .011 2809 .00 .03 5.12
19.25 .04 .016 2870 .00 .04 7.76
19.33 .05 .021 2931 .00 .05 10.45
19.42 .05 .027 2992 .00 .05 13.20
19.50 .06 .033 3055 .00 .06 16.01
19.58 .07 .039 3118 .00 .07 18.87
19.67 .07 .045 3182 .00 .07 21.79
19.75 .08 .051 3246 .00 .08 24.78
19.83 .08 .057 3311 .00 .08 27.82
19.92 .09 .064 3377 .00 .09 30.92
20.00 .09 .070 3443 .00 .09 34.08
20.08 .10 .077 3509 .00 .10 37.30
20.17 .10 .084 3575 .00 .10 40.59
20.25 .11 .091 3642 .00 .11 43.93
20.33 .11 .098 3710 .00 .11 47.34
20.42 .11 .105 3778 .00 .11 50.81
20.50 .12 .112 3847 .00 .12 54.34
20.58 .18 .119 3917 .00 .18 58.00
•
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Pond E-V-Q Table Page 9.02
Name.... POND 10
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw

LEVEL POOL ROUTING DATA
HYG Dir = M:\Haestad\PondPack\P800-899\P809-Hudson\
Inflow HYG file = NONE STORED - POND 10 IN 1
Outflow HYG file = NONE STORED - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = Outlet 1
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 19.00 ft
Starting Volume = .000 ac- ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + 0
ft
- cfs ac-ft sq.ft cfs cfs cfs
--------
---
20.67 ------------
.29 ----------
.127 --- --------
3987 -----------
.00 ------------
.29 ----------
61.77
20.75 .42 .135 4058 .00 .42 65.63
20.83 .58 .143 4129 .00 .58 69.58
•
20.92 .77 .151 4201 .00 .77 73.62
21.00 .97 .159 4274 .00 .97 77.75
21.08 1.19 .167 4346 .00 1.19 81.96
21.17 1.43 .175 4419 .00 1.43 86.26
21.25 1.69 .184 4493 .00 1.69 90.64
21.33 1.95 .192 4567 .00 1.95 95.10
21.42 2.23 .201 4642 .00 2.23 99.64
21.50 2.53 .210 4718 .00 2.53 104.27
21.58 2.84 .219 4794 .00 2.84 108.98
21.67 3.15 .229 4870 .00 3.15 113.77
21.75 3.48 .238 4948 .00 3.48 118.65
21.83 3.83 .247 5025 .00 3.83 123.61
21.92 4.18 .257 5104 .00 4.18 128.65
22.00 4.54 .267 5183 .00 4.54 133.77
22.08 4.91 .277 5259 .00 4.91 138.98
22.17 5.30 .287 5335 .00 5.30 144.27
22.25 5.69 .297 5412 .00 5.69 149.63
•
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Pond E-V-Q Table Page 9.03
Name.... POND 10
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
0
LEVEL POOL ROUTING DATA
HYG Dir = M:\Haestad\PondPack\P800-899\P809-Hudson\
Inflow HYG file = NONE STORED - POND 10 IN 1
Outflow HYG file = NONE STORED - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = Outlet 1
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 19.00 ft
Starting Volume = .000 ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + 0
ft cfs ac-ft sq.ft cfs
-
-
--- cfs
-
-------- cfs
----------
------------
22.33 ------------
6.09 ----------
.308 -----------
5489 -
----
-
.00 --
-
6.09 155.08
22.42 6.50 .318 5567 .00 6.50 160.61
22.50 6.91 .329 5646 .00 6.91 166.22
I
U
11
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Node: Pond Inflow Summary Page 9.04
Name.... POND 10 IN Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
• Storm... 1 Tag: 1
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND 10 IN
HYG Directory: M:\Haestad\PondPack\P800-899\P809-Hudson\
------------- --------
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
--------------------------------------------------------------------------
ADDLINK 10 HYD QUEUE 10 1-year 24-hr 1
INFLOWS TO: POND 10 IN
---------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft hrs cfs
--------------------------------------------------------------------------
1-year 24-hr 1 .555 .5000 9.39
TOTAL FLOW INTO: POND 10 IN
---------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft hrs cfs
--------------------------------------------------------------------------
POND 10 IN 1 .555 .5000 9.39
E
0
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005

Type.... Node: Pond Inflow Summary Page 9.05
Name.... POND 10 IN Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
TOTAL NODE INFLOW...
HYG file =
HYG ID = POND 10 IN
HYG Tag = 1
-----------------------------------
Peak Discharge = 9.39 cfs
Time to Peak = .5000 hrs
HYG Volume = .555 ac-ft
-----------------------------------

0
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs Time on left represents time for
- first value in
-------------- each row.
----------
--------- I-
.0000 I -------------
.00 -------------
.35 -------
-
.92 --
1.89 3.12
.2500 I 4.47 5.86 7.14 8.21 8.90
.5000 1 9.39 9.17 8.84 8.28 7.43
.7500 I 6.43 5.64 4.91 4.28 3.74
1.0000 I 3.24 2.84 2.47 2.15 1.88
1.2500 1 1.63 1.43 1.24 1.08 .95
1.5000 1 .82 .72 .62 .55 .48
1.7500 1 .41 .36 .32 .27 .24
2.0000 1 .21 .18 .15 .14 .12
2.2500 1 .10 .09 .08 .07 .06
2.5000 I .05 .04 .04 .03 .03
2.7500 1 .03 .02 .02 .02 .02
3.0000 1 .01 .01 .01 .01 .01
3.2500 I .01 .01 .01 .00 .00
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Pond Routing Summary Page 9.06
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
LEVEL POOL ROUTING SUMMARY
•
0
HYG Dir = M:\Haestad\PondPack\P800-899\P809-Hudson\
Inflow HYG file = NONE STORED - POND 10 IN 1
Outflow HYG file = NONE STORED - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = Outlet 1
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 19.00 ft
Starting Volume = .000 ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak Inflow = 9.39 cfs at .5000 hrs
Peak Outflow = 5.14 cfs at .8500 hrs
----
Peak ---------------
Elevation = -----------
22.13 -----------------------
ft
Peak Storage = .283 ac-ft
MASS BALANCE (ac-ft)
-------------
+ Initial Vol -------------
= .000
+ HYG Vol IN = .555
- Infiltration = .000
- HYG Vol OUT = .552
- Retained Vol = .002
Unrouted Vol = -.000 ac-ft
(.003% of Inflow Volume)
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
0

Type.... Pond Routed HYG (total out) Page 9.07
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
POND ROUTED TOTAL OUTFLOW HYG ...
HYG file =
HYG ID = POND 10 OUT
HYG Tag = 1
----------------
-------------
------
Peak Discharge = 5.14 cfs
Time to Peak = .8500 hrs
HYG Volume =
---------------- .552
------------- ac-ft
------
HYDROGRAPH ORDINATES (cfs)
Time I Ou tput Time inc rement = .0500 hrs
hrs
- I Time on left represents time for first value in each row.
--
------
.0000 I-----------------
I .00 -------------
.00 ------
.00 ----------------
.02 ----------
.04
.2500 I .06 .08 .10 .13 .69
.5000 I 1.58 2.53 3.39 4.10 4.63
.7500 I 4.96 5.12 5.14 5.06 4.91
1.0000 I 4.70 4.47 4.21 3.95 3.68
1.2500 I 3.41 3.16 2.92 2.69 2.47
1.5000 2.27 2.08 1.91 1.75 1.60
1.7500 1.47 1.35 1.24 1.14 1.04
2.0000 .96 .88 .81 .75 .69
2.2500 I .64 .59 .55 .51 .47
2.5000 .44 .41 .38 .36 .33
2.7500 .31 .29 .28 .26 .25
3.0000 .23 .22 .21 .20 .19
3.2500 .18 .17 .17 .16 .16
3.5000 I .15 .15 .14 .14 .13
3.7500 I .13 .12 .12 .12 .12
4.0000 I .12 .12 .12 .12 .12
4.2500 I .12 .12 .12 .12 .12
4.5000 I .12 .11 .11 .11 .11
4.7500 I .11 .11 .11 .11 .11
5.0000 I .11 .11 .11 .11 .11
5.2500 I .11 .11 .11 .11 .11
5.5000 I .11 .11 .11 .11 .11
5.7500 I .11 .11 .11 .11 .11
6.0000 I .11 .11 .11 .11 .11
6.2500 I .11 .11 .11 .11 .11
6.5000 I .11 .10 .10 .10 .10
6.7500 I .10 .10 .10 .10 .10
7.0000 I .10 .10 .10 .10 .10
7.2500 I .10 .10 .10 .10 .10
7.5000 .10 .10 .10 .10 .10
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Pond Routed HYG (total out) Page 9.08
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
41 Storm... 1 Tag: 1
•
r
L_
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represent
-- s time for
-------- first value in
----------- each row.
--------- I-
7.7500 I -------------
.10 -------
---
.10 --
.10 .10 .10
8.0000 I .10 .10 .10 .10 .10
8.2500 I .10 .10 .10 .10 .09
8.5000 I .09 .09 .09 .09 .09
8.7500 I .09 .09 .09 .09 .09
9.0000 I .09 .09 .09 .09 .09
9.2500 I .09 .09 .09 .09 .09
9.5000 I .09 .09 .09 .09 .09
9.7500 I .09 .09 .09 .09 .09
10.0000 I .09 .09 .09 .09 .09
10.2500 I .08 .08 .08 .08 .08
10.5000 I .08 .08 .08 .08 .08
10.7500 I .08 .08 .08 .08 .08
11.0000 I .08 .08 .08 .08 .08
11.2500 I .08 .08 .08 .08 .08
11.5000 I .08 .08 .08 .08 .08
11.7500 I .08 .08 .08 .08 .08
12.0000 i .07 .07 .07 .07 .07
12.2500 I .07 .07 .07 .07 .07
12.5000 I .07 .07 .07 .07 .07
12.7500 I .07 .07 .07 .07 .07
13.0000 I .07 .07 .07 .07 .07
13.2500 I .07 .07 .07 .07 .07
13.5000 I .07 .07 .07 .07 .06
13.7500 I .06 .06 .06 .06 .06
14.0000 I .06 .06 .06 .06 .06
14.2500 I .06 .06 .06 .06 .06
14.5000 I .06 .06 .06 .06 .06
14.7500 I .06 .06 .06 .06 .06
15.0000 I .06 .06 .06 .06 .06
15.2500 I .06 .06 .06 .06 .06
15.5000 I .05 .05 .05 .05 .05
15.7500 I .05 .05 .05 .05 .05
16.0000 I .05 .05 .05 .05 .05
16.2500 I .05 .05 .05 .05 .05
16.5000 I .05 .05 .05 .05 .05
16.7500 I .05 .05 .05 .05 .05
17.0000 I .05 .05 .04 .04 .04
17.2500 I .04 .04 .04 .04 .04
17.5000 I .04 .04 .04 .04 .04
17.7500 I .04 .04 .04 .04 .04
18.0000 I .04 .04 .04 .04 .04
18.2500 I .04 .04 .04 .04 .04
18.5000 I .04 .04 .04 .04 .04
18.7500 I .04 .04 .04 .04 .03
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Pond Routed HYG (total out) Page 9.09
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
1]
L
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs Time on left represent s time for
-------- first value in
---------------- each row.
----------
--------- I -
19.0000 -------------
.03 -------
.03 .03 .03 .03
19.2500 I .03 .03 .03 .03 .03
19.5000 .03 .03 .03 .03 .03
19.7500 I .03 .03 .03 .03 .03
20.0000 I .03 .03 .03 .03 .03
20.2500 I .03 .03 .03 .03 .03
20.5000 I .03 .03 .03 .03 .03
20.7500 .03 .03 .03 .03 .02
21.0000 .02 .02 .02 .02 .02
21.2500 .02 .02 .02 .02 .02
21.5000 .02 .02 .02 .02 .02
21.7500 .02 .02 .02 .02 .02
22.0000 .02 .02 .02 .02 .02
22.2500 .02 .02 .02 .02 .02
22.5000 .02 .02 .02 .02 .01
22.7500 .01 .01 .01 .01 .01
23.0000 .01 .01 .01 .01 .01
23.2500 .01 .01 .01 .01 .01
23.5000 .01 .01 .01 .01 .01
23.7500 .01 .01 .01 .01 .01
24.0000 I .01 .01 .01 .01 .01
24.2500 I .01 .01 .01 .01 .01
24.5000 I .01 .01 .01 .01 .01
24.7500 1 .01 .01 .01 .01 .01
25.0000 I .01 .01 .01 .01 .01
25.2500 .01 .01 .01 .01 .01
25.5000 I .01 .01 .01 .01 .01
25.7500 ( .01 .01 .01 .01 .01
26.0000 .01 .01 .01 .01 .01
26.2500 .01 .01 .01 .01 .01
26.5000 .01 .01 .01 .01 .01
26.7500 .01 .01 .01 .01 .01
27.0000 .01 .01 .01 .01 .01
27.2500 1 .01 .01 .01 .01 .01
27.5000 1 .01 .01 .01 .01 .01
27.7500 .01 .01 .01 .01 .01
28.0000 I .01 .01 .00 .00 .00
28.2500 I .00 .00 .00 .00 .00
28.5000 .00 .00 .00 .00 .00
28.7500 I .00 .00 .00 .00 .00
29.0000 I .00 .00 .00 .00 .00
29.2500 I .00 .00 .00 .00 .00
29.5000 I .00 .00 .00 .00 .00
29.7500 I .00 .00 .00 .00 .00
30.0000 1 .00 .00 .00 .00 .00
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Pond Routed HYG (total out) Page 9.10
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for
-
--
-- first value
------------ in each row.
-------------
---------I-
30.2500 I -----------
.00 ---------------
.00 --
-
-
-
.00 .00 .00
30.5000 I .00 .00 .00 .00 .00
30.7500 I .00 .00 .00 .00 .00
31.0000 I .00 .00 .00 .00 .00
31.2500 .00 .00 .00 .00 .00
31.5000 .00 .00 .00 .00 .00
31.7500 .00 .00 .00 .00 .00
32.0000 I .00 .00 .00 .00 .00
32.2500 I .00 .00 .00 .00 .00
32.5000 .00 .00 .00 .00 .00
32.7500 .00 .00 .00 .00 .00
33.0000 I .00 .00

•
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Diverted Hydrograph Page 9.11
Name.... ROUTE 40 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Storm... 1 Tag: 1
DIVERTED HYDROGRAPH...
HYG file =
HYG ID = ROUTE 40
HYG Tag = 1
-----------------------------------
Peak Discharge = 5.14 cfs
Time to Peak = .8500 hrs
HYG Volume = .552 ac-ft
-----------------------------------
•

HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for
---
---- first value in
---------------- each row.
----------
---------I-
.0500 I -------------
.00 -------------
.00 --
.02 .04 .06
.3000 ( .08 .10 .13 .69 1.58
.5500 I 2.53 3.39 4.10 4.63 4.96
.8000 I 5.12 5.14 5.06 4.91 4.70
1.0500 4.47 4.21 3.95 3.68 3.41
1.3000 I 3.16 2.92 2.69 2.47 2.27
1.5500 I 2.08 1.91 1.75 1.60 1.47
1.8000 I 1.35 1.24 1.14 1.04 .96
2.0500 1 .88 .81 .75 .69 .64
2.3000 .59 .55 .51 .47 .44
2.5500 I .41 .38 .36 .33 .31
2.8000 I .29 .28 .26 .25 .23
3.0500 I .22 .21 .20 .19 .18
3.3000 I .17 .17 .16 .16 .15
3.5500 .15 .14 .14 .13 .13
3.8000 .12 .12 .12 .12 .12
4.0500 .12 .12 .12 .12 .12
4.3000 .12 .12 .12 .12 .12
4.5500 .11 .11 .11 .11 .11
4.8000 .11 .11 .11 .11 .11
5.0500 .11 .11 .11 .11 .11
5.3000 ( .11 .11 .11 .11 .11
5.5500 I .11 .11 .11 .11 .11
5.8000 i .11 .11 .11 .11 .11
6.0500 I .11 .11 .11 .11 .11
6.3000 .11 .11 .11 .11 .11
6.5500 .10 .10 .10 .10 .10
6.8000 .10 .10 .10 .10 .10
7.0500 1 .10 .10 .10 .10 .10
7.3000 .10 .10 .10 .10 .10
7.5500 I .10 .10 .10 .10 .10
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Diverted Hydrograph Page 9.12
Name.... ROUTE 40 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
Is Storm... 1 Tag: 1
0 13.3000 .07 .07 .07 .07 .07

HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs Time on left represent s time for
- first value in
-------------- each row.
----------
--------- I -
7.8000 -------------
.10 ------------
.10 -----
.10 .10 .10
8.0500 I .10 .10 .10 .10 .10
8.3000 I .10 .10 .10 .09 .09
8.5500 .09 .09 .09 .09 .09
8.8000 I .09 .09 .09 .09 .09
9.0500 I .09 .09 .09 .09 .09
9.3000 I .09 .09 .09 .09 .09
9.5500 .09 .09 .09 .09 .09
9.8000 .09 .09 .09 .09 .09
10.0500 .09 .09 .09 .09 .08
10.3000 .08 .08 .08 .08 .08
10.5500 .08 .08 .08 .08 .08
10.8000 .08 .08 .08 .08 .08
11.0500 .08 .08 .08 .08 .08
11.3000 .08 .08 .08 .08 .08
11.5500 I .08 .08 .08 .08 .08
11.8000 .08 .08 .08 .08 .07
12.0500 ( .07 .07 .07 .07 .07
12.3000 1 .07 .07 .07 .07 .07
12.5500 .07 .07 .07 .07 .07
12.8000 .07 .07 .07 .07 .07
13.0500 .07 .07 .07 .07 .07

13.5500 .07 .07 .07 .06 .06
13.8000 .06 .06 .06 .06 .06
14.0500 1 .06 .06 .06 .06 .06
14.3000 1 .06 .06 .06 .06 .06
14.5500 ( .06 .06 .06 .06 .06
14.8000 1 .06 .06 .06 .06 .06
15.0500 .06 .06 .06 .06 .06
15.3000 .06 .06 .06 .06 .05
15.5500 .05 .05 .05 .05 .05
15.8000 .05 .05 .05 .05 .05
16.0500 .05 .05 .05 .05 .05
16.3000 .05 .05 .05 .05 .05
16.5500 .05 .05 .05 .05 .05
16.8000 .05 .05 .05 .05 .05
17.0500 .05 .04 .04 .04 .04
17.3000 I .04 .04 .04 .04 .04
17.5500 I .04 .04 .04 .04 .04
17.8000 ( .04 .04 .04 .04 .04
18.0500 I .04 .04 .04 .04 .04
18.3000 I .04 .04 .04 .04 .04
18.5500 I .04 .04 .04 .04 .04
18.8000 .04 .04 .04 .03 .03
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
Type.... Diverted Hydrograph Page 9.13
Name.... ROUTE 40 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
• Storm... 1 Tag: 1
•
0
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represent s time for first value in
--------
- each row.
----------
---------I-
19.0500 I -------------
.03 ------------
.03 ----------
.03 -----
--
.03 .03
19.3000 I .03 .03 .03 .03 .03
19.5500 I .03 .03 .03 .03 .03
19.8000 I .03 .03 .03 .03 .03
20.0500 .03 .03 .03 .03 .03
20.3000 .03 .03 .03 .03 .03
20.5500 .03 .03 .03 .03 .03
20.8000 I .03 .03 .03 .02 .02
21.0500 1 .02 .02 .02 .02 .02
21.3000 1 .02 .02 .02 .02 .02
21.5500 I .02 .02 .02 .02 .02
21.8000 I .02 .02 .02 .02 .02
22.0500 I .02 .02 .02 .02 .02
22.3000 I .02 .02 .02 .02 .02
22.5500 1 .02 .02 .02 .01 .01
22.8000 I .01 .01 .01 .01 .01
23.0500 I .01 .01 .01 .01 .01
23.3000 1 .01 .01 .01 .01 .01
23.5500 .01 .01 .01 .01 .01
23.8000 1 .01 .01 .01 .01 .01
24.0500 .01 .01 .01 .01 .01
24.3000 1 .01 .01 .01 .01 .01
24.5500 I .01 .01 .01 .01 .01
24.8000 I .01 .01 .01 .01 .01
25.0500 I .01 .01 .01 .01 .01
25.3000 I .01 .01 .01 .01 .01
25.5500 I .01 .01 .01 .01 .01
25.8000 1 .01 .01 .01 .01 .01
26.0500 I .01 .01 .01 .01 .01
26.3000 I .01 .01 .01 .01 .01
26.5500 .01 .01 .01 .01 .01
26.8000 .01 .01 .01 .01 .01
27.0500 1 .01 .01 .01 .01 .01
27.3000 .01 .01 .01 .01 .01
27.5500 .01 .01 .01 .01 .01
27.8000 1 .01 .01 .01 .01 .01
28.0500 .01 .00 .00 .00 .00
28.3000 I .00 .00 .00 .00 .00
28.5500 ( .00 .00 .00 .00 .00
28.8000 I .00 .00 .00 .00 .00
29.0500 I .00 .00 .00 .00 .00
29.3000 1 .00 .00 .00 .00 .00
29.5500 I .00 .00 .00 .00 .00
29.8000 I .00 .00 .00 .00 .00
30.0500 .00 .00 .00 .00 .00
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Type.... Diverted Hydrograph Page 9.14
Name.... ROUTE 40 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON POND-10yr.ppw
r?
L
0

HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for first value in each row.
---------I-
30.3000 -----------
.00 ---------------
.00 ---------
.00 ----------------
.00 ----------
.00
30.5500 .00 .00 .00 .00 .00
30.8000 I .00 .00 .00 .00 .00
31.0500 I .00 .00 .00 .00 .00
31.3000 .00 .00 .00 .00 .00
31.5500 .00 .00 .00 .00 .00
31.8000 I .00 .00 .00 .00 .00
32.0500 .00 .00 .00 .00 .00
32.3000 .00 .00 .00 .00 .00
32.5500 .00 .00 .00 .00 .00
32.8000 .00 .00 .00 .00 .00
33.0500 I .00
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:18 AM
Malpass & Associates
12/2/2005
Appendix A
u
Index of Starting Page Numbers for ID Names
A-1
----- H -----
HYD QUEUE 10 1... 3.01
----- O -----
OUT 20 1... 4.01
Outlet 1... 8.01, 8.04, 8.13
----- P -----
POND 10... 7.01, 9.01
POND 10 IN 1... 9.04
POND 10 OUT 1... 5.01, 6.01,
9.06, 9.07
----- R -----
ROUTE 40 1... 9.11
C]

----- W -----
Watershed... 1.01, 2.01, 2.02, 2.03
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:18 AM 12/2/2005
•

STORMWATER
WETLANDS
10-YEAR STORM

Elev. vs. Area Surface
POND 10
m
w
22
21
20
Area Surface (sq.ft)
0
19
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200
Elev. vs. Volume
POND 10
•
22;
21
a?
w
20
0.28
10.00 0.02 0.04 ~ 0.06 0.08 0.10 0.12 0.14 0.16 -0.18 ' 0.20 0.22 L 0.24 0.26 IN
Volume (ac-ft)
0
Elev. vs. Time
POND 10 OUT 1
a?
w
22.0
21.0
20.0
19.0
0 10
20
Time (hrs)
E
30
40
50
•
Elev. vs. Flow
Outlet 1
22.0--
21.0--
W
20.0--
19.01 -? +- r- - , , . . . . , .
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8
Flow (cfs)
•
0
Volume vs. Time
POND 10 OUT

U
f0
N
E
O
0.30
0.20
0.10
0.00
10 20 30 40 50
Time (hrs)
•
•
Hydrograph
POND 10 OUT 1
2.0
18
1.6
1.4
r.., 1.2
3 1.0
0
LL
0.8--
0.6--
0.4--
0.2--
0.0-
0
10 20 30 40 50
Time (hrs)

r?
U
Job File: M:\Haestad\PondPack\P800-899\PB09-Hudson\P809-HUDSON WETLAND-10YR.PPW
Rain Dir: M:\Haestad\PondPack\P800-899\P809-Hudson\
17?
JOB TITLE
Project Date: 11/10/2005
Project Engineer: William K. Malpass
Project Title: Hudson Industrial
Project Comments:
•
•
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Table of Contents
•
i
************************ WARNING MSG ***********************
WARNING......... WARNING MESSAGES ................... 1.01
********************** MASTER SUMMARY **********************
Watershed....... Master Network Summary ............. 2.01
*************** NETWORK SUMMARIES (DETAILED) ***************
Watershed....... 1
Executive Summary (Nodes) .......... 3.01
Executive Summary (Links) .......... 3.02
Network Calcs Sequence ............. 3.03
******************** RUNOFF HYDROGRAPHS ********************
•
HYD QUEUE 10.... 1
Read HYG ........................... 4.01
*********************** HYG ADDITION ***********************
OUT 10.......... 1
Node: Addition Summary ............. 5.01
*********************** TIME VS.ELEV ***********************
POND 10 OUT 1
Time-Elev .......................... 6.01
E
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PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Table of Contents
•
Table of Contents (continued)
ii
************************ TIME VS.VOL ***********************
POND 10 OUT 1
Time vs. Volume .................... 7.01
*********************** POND VOLUMES ***********************
POND 10......... Vol: Elev-Area ..................... 8.01
******************** OUTLET STRUCTURES *********************
Outlet 1........ Outlet Input Data .................. 9.01
Individual Outlet Curves ........... 9.04
Composite Rating Curve ............. 9.13
*********************** POND ROUTING ***********************
• POND 10......... Pond E-V-Q Table .................. 10.01
POND 10 IN 1
Node: Pond Inflow Summary ......... 10.03
POND 10 OUT 1
Pond Routing Summary .............. 10.07
Pond Routed HYG (total out) ....... 10.08
ROUTE 10........ 1
Diverted Hydrograph ............... 10.13
r?
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... WARNING MESSAGES
Name.... WARNING
0
Page 1.01
WARNING: Kr (Reverse Flow Entrance Loss Coefficient) was not specified.
Kr was set to same value as Ke= .2
Check data for..... Type: Outlet Input Data Name: Outlet 1

•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Master Network Summary Page 2.01
Name.... Watershed
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
CJ
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
Node ID Type Event ac-ft Trun
-------------
HYD QUEUE 10 ---- ----
HYG ------
1 ----------
.552
*OUT 10 JCT 1 .550
POND 10 IN POND 1 .552
POND 10 OUT POND 1 .550
Max
Qpeak Qpeak Max WSEL Pond Storage
hrs cfs ft ac-ft
-------
---------
.8500 -------- -------- --
---
5.14
1.6000 1.81
.8500 5.14
1.6000 1.81 21.97 .258
•
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Executive Summary (Nodes) Page 3.01
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
NETWORK SUMMARY -- NODES
(Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
HYG Vol Qpeak Qpeak Max WSEL
Node ID Type ac-ft Trun. hrs cfs ft
--------
--------------
HYD QUEUE 10 --- ----
HYG ---------- -
.552 - ---------
.8500 -------- -
5.14
Outfall OUT 10 JCT .550 1.6000 1.81
POND 10 IN POND .552 .8500 5.14
POND 10 OUT POND .550 1.6000 1.81 21.97

•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Executive Summary (Links) Page 3.02
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
• Storm... 1 Tag: 1
NETWORK SUMMARY -- LINKS
(UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node)
(Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
HYG Vol Peak Time Peak Q
Link ID Type ac-ft Trun.
-
-- hrs
------- cfs
------- End Points
----------------
-------------
ADDLINK 10 --- ---- --
ADD UN --- -
-----
.552 -
.8500 5.14 HYD QUEUE 10
DL .552 .8500 5.14
DN .552 .8500 5.14 POND 10 IN
ROUTE 10 PONDrt UN .552 .8500 5.14 POND 10 IN
ROUTE 10 .550 1.6000 1.81 POND 10 OUT
DL .550 1.6000 1.81
DN .550 1.6000 1.81 OUT 10
•
•
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Network Calcs Sequence Page 3.03
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
NETWORK RUNOFF NODE SEQUENCE
Runoff Data Apply to Node Receiving Link
Read HYGHYD QUEUE 10 HYG Qin HYD QUEUE 10 Add Hyd HYD QUEUE 10

•
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Network Calcs Sequence Page 3.04
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
NETWORK ROUTING SEQUENCE
Link Operation UPstream Node DNstream Node
Add Hyd ADDLINK 10 HYG Qin HYD QUEUE 10 Pond POND 10 IN
POND ROUTE TOTAL OUTFLOW...
Total Pond Outflow Pond POND 10 IN Outflow POND 10 OUT
SET POND ROUTING LINK TO TOTAL POND OUTFLOW...
Outlet ROUTE 10 Outflow POND 10 OUT Jct OUT 10
•
0
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Read HYG Page 4.01
Name.... HYD QUEUE 10 Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... Tag: 1
HYG file =
HYG ID = 1-year 24-hr
HYG Tag = 1
-----------------------------------
Peak Discharge = 5.14 cfs
Time to Peak = .8500 hrs
HYG Volume = .552 ac-ft
-----------------------------------
E
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for first value in each row.
----------
.0000 1 -----------
.00 ------
.00
.00 -
.02
.04
.2500 I .06 .08 .10 .13 .69
.5000 I 1.58 2.53 3.39 4.10 4.63
.7500 1 4.96 5.12 5.14 5.06 4.91
1.0000 4.70 4.47 4.21 3.95 3.68
1.2500 3.41 3.16 2.92 2.69 2.47
1.5000 2.27 2.08 1.91 1.75 1.60
1.7500 1 1.47 1.35 1.24 1.14 1.04
2.0000 1 .96 .88 .81 .75 .69
2.2500 1 .64 .59 .55 .51 .47
2.5000 1 .44 .41 .38 .36 .33
2.7500 I .31 .29 .28 .26 .25
3.0000 .23 .22 .21 .20 .19
3.2500 .18 .17 .17 .16 .16
3.5000 1 .15 .15 .14 .14 .13
3.7500 .13 .12 .12 .12 .12
4.0000 .12 .12 .12 .12 .12
4.2500 .12 .12 .12 .12 .12
4.5000 .12 .12 .11 .11 .11
4.7500 .11 .11 .11 .11 .11
5.0000 .11 .11 .11 .11 .11
5.2500 I .11 .11 .11 .11 .11
5.5000 .11 .11 .11 .11 .11
5.7500 .11 .11 .11 .11 .11
6.0000 .11 .11 .11 .11 .11
6.2500 .11 .11 .11 .11 .11
6.5000 .11 .10 .10 .10 .10
6.7500 .10 .10 .10 .10 .10
7.0000 .10 .10 .10 .10 .10
7.2500 .10 .10 .10 .10 .10
7.5000 .10 .10 .10 .10 .10
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Read HYG Page 4.02
Name.... HYD QUEUE 10 Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\PB09-HUDSON WETLAND-10yr.ppw
0 Storm... Tag: 1
is
0
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represent s time for
------- first value
------------- in each row.
-------------
--------- I-
7.7500 1 -----------
.10 --------------
.10 ---
.10 .10 .10
8.0000 1 .10 .10 .10 .10 .10
8.2500 1 .10 .10 .10 .10 .09
8.5000 .09 .09 .09 .09 .09
8.7500 .09 .09 .09 .09 .09
9.0000 I .09 .09 .09 .09 .09
9.2500 1 .09 .09 .09 .09 .09
9.5000 1 .09 .09 .09 .09 .09
9.7500 1 .09 .09 .09 .09 .09
10.0000 .09 .09 .09 .09 .09
10.2500 .08 .08 .08 .08 .08
10.5000 1 .08 .08 .08 .08 .08
10.7500 I .08 .08 .08 .08 OB
11.0000 I .08 .08 .08 .08 .08
11.2500 I .08 .08 .08 .08 OB
11.5000 I .08 .08 .08 .08 .08
11.7500 I .08 .08 .08 .08 .08
12.0000 1 .07 .07 .07 .07 .07
12.2500 1 .07 .07 .07 .07 .07
12.5000 I .07 .07 .07 .07 .07
12.7500 .07 .07 .07 .07 .07
13.0000 .07 .07 .07 .07 .07
13.2500 .07 .07 .07 .07 .07
13.5000 1 .07 .07 .07 .07 .06
13.7500 1 .06 .06 .06 .06 .06
14.0000 1 .06 .06 .06 .06 .06
14.2500 1 .06 .06 .06 .06 .06
14.5000 1 .06 .06 .06 .06 .06
14.7500 1 .06 .06 .06 .06 .06
15.0000 1 .06 .06 .06 .06 .06
15.2500 1 .06 .06 .06 .06 .06
15.5000 1 .06 .05 .05 .05 .05
15.7500 1 .05 .05 .05 .05 .05
16.0000 .05 .05 .05 .05 .05
16.2500 1 .05 .05 .05 .05 .05
16.5000 1 .05 .05 .05 .05 .05
16.7500 I .05 .05 .05 .05 .05
17.0000 I .05 .05 .05 .04 .04
17.2500 1 .04 .04 .04 .04 .04
17.5000 1 .04 .04 .04 .04 .04
17.7500 1 .04 .04 .04 .04 .04
18.0000 1 .04 .04 .04 .04 .04
18.2500 1 .04 .04 .04 .04 .04
18.5000 1 .04 .04 .04 .04 .04
18.7500 1 .04 .04 .04 .04 .03
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Read HYG Page 4.03
Name.... HYD QUEUE 10 Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... Tag: 1

•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represent s time for first value in each row.
---------I-
19.0000 -----------
.03 --------------
.03 - ---
.03 ----------------
.03 ----------
.03
19.2500 .03 .03 .03 .03 .03
19.5000 .03 .03 .03 .03 .03
19.7500 .03 .03 .03 .03 .03
20.0000 I .03 .03 .03 .03 .03
20.2500 I .03 .03 .03 .03 .03
20.5000 1 .03 .03 .03 .03 .03
20.7500 I .03 .03 .03 .03 .02
21.0000 I .02 .02 .02 .02 .02
21.2500 I .02 .02 .02 .02 .02
21.5000 1 .02 .02 .02 .02 .02
21.7500 I .02 .02 .02 .02 .02
22.0000 .02 .02 .02 .02 .02
22.2500 1 .02 .02 .02 .02 .02
22.5000 .02 .02 .02 .02 .01
22.7500 .01 .01 .01 .01 .01
23.0000 I .01 .01 .01 .01 .01
23.2500 I .01 .01 .01 .01 .01
23.5000 I .01 .01 .01 .01 .01
23.7500 I .01 .01 .01 .01 .01
24.0000 .01 .01 .01 .01 .01
24.2500 .01 .01 .01 .01 .01
24.5000 .01 .01 .01 .01 .01
24.7500 .01 .01 .01 .01 .01
25.0000 I .01 .01 .01 .01 .01
25.2500 I .01 .01 .01 .01 .01
25.5000 I .01 .01 .01 .01 .01
25.7500 I .01 .01 .01 .01 .01
26.0000 .01 .01 .01 .01 .01
26.2500 .01 .01 .01 .01 .01
26.5000 1 .01 .01 .01 .01 .01
26.7500 .01 .01 .01 .01 .01
27.0000 I .01 .01 .01 .01 .01
27.2500 1 .01 .01 .01 .01 .01
27.5000 I .01 .01 .01 .01 .01
27.7500 I .01 .01 .01 .01 .01
28.0000 I .01 .01 .01 .01 .00
28.2500 .00 .00 .00 .00 .00
28.5000 .00 .00 .00 .00 .00
28.7500 .00 .00 .00 .00 .00
29.0000 I .00 .00 .00 .00 .00
29.2500 I .00 .00 .00 .00 .00
29.5000 i .00 .00 .00 .00 .00
29.7500 I .00 .00 .00 .00 .00
30.0000 I .00 .00 .00 .00 .00
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Read HYG Page 4.04
Name.... HYD QUEUE 10 Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in
-- each row.
----------
---------I
30.2500 ---
.00 ---------
.00 -------
.00 -------------
-
.00 .00
30.5000 .00 .00 .00 .00 .00
30.7500 1 .00 .00 .00 .00 .00
31.0000 1 .00 .00 .00 .00 .00
31.2500 .00 .00 .00 .00 .00
31.5000 I .00 .00 .00 .00 .00
31.7500 I .00 .00 .00 .00 .00
32.0000 I .00 .00 .00 .00 .00
32.2500 ( .00 .00 .00 .00 .00
32.5000 I .00 .00 .00 .00 .00
32.7500 I .00 .00 .00 .00 .00
33.0000 I .00 .00 .00 .00
•

SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Node: Addition Summary Page 5.01
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
• Storm... 1 Tag: 1
SUMMARY FOR HYDROGRAPH ADDITION
at Node: OUT 10
HYG Directory: M:\Haestad\PondPack\P800-899\P809-Hudson\
Upstream Link ID
----------------- Upstream
--------- Node ID HYG
-------------- file
--------- HYG ID
-------------- HYG tag
-----------
ROUTE 10
-----------
-----------
------
------ POND 10
---------
--------- IN
--------------
--------------
---------
--------- ROUTE 10
--------------
-------------- 1
-----------
-----------
INFLOWS TO: OUT 10
----------- ------ --------- --- ---- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft
- hrs
------ cfs
-----------
----------- ---------------
ROUTE 10 --------------
1 --------
.550 -------
-
1.6000 1.81
TOTAL FLOW INTO: OUT 10
----------- ------ --------- -------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag
------------- ac-ft
--------- hrs
-------------- cfs
-----------
----------- ------
OUT ---------
10 -
1 .550 1.6000 1.81

SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Node: Addition Summary Page 5.02
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
TOTAL NODE INFLOW...
HYG file =
HYG ID = OUT 10
HYG Tag = 1
-----------------------------------
Peak Discharge = 1.81 cfs
Time to Peak = 1.6000 hrs
HYG Volume = .550 ac-ft
-----------------------------------
w
E
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs Time on left represents time for first value in
--
--- each row.
-----
---------I-
.3000 I -----------
.00 ----- -
.00 ---------
.00 ----------
-
.00 .02
.5500 .04 .06 .07 .09 .13
.8000 I .25 .40 .57 .74 .90
1.0500 I 1.06 1.20 1.32 1.43 1.53
1.3000 I 1.60 1.67 1.72 1.76 1.79
1.5500 I 1.81 1.81 1.81 1.81 1.80
1.8000 1.78 1.76 1.73 1.70 1.67
2.0500 1.63 1.60 1.56 1.53 1.49
2.3000 1.45 1.41 1.37 1.33 1.30
2.5500 1.26 1.22 1.18 1.15 1.11
2.8000 I 1.08 1.04 1.01 .98 .95
3.0500 I .92 .89 .86 .83 .81
3.3000 I .78 .76 .73 .71 .69
3.5500 I .67 .65 .63 .61 .59
3.8000 I .57 .56 .54 .53 .51
4.0500 I .50 .48 .47 .46 .45
4.3000 I .44 .43 .42 .41 .40
4.5500 I .39 .38 .37 .36 .35
4.8000 .34 .34 .33 .32 .32
5.0500 .31 .30 .30 .29 .29
5.3000 .28 .28 .27 .27 .26
5.5500 .26 .25 .25 .25 .24
5.8000 .24 .23 .23 .23 .22
6.0500 .22 .22 .22 .21 .21
6.3000 .21 .20 .20 .20 .20
6.5500 .20 .19 .19 .19 .19
6.8000 I .18 .18 .18 .18 .18
7.0500 I .17 .17 .17 .17 .17
7.3000 I .17 .16 .16 .16 .16
7.5500 I .16 .16 .16 .16 .15
7.8000 .15 .15 .15 .15 .15
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Node: Addition Summary Page 5.03
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1

HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represent s time for
--------- first value in
-- each row.
----------
---------I-
8.0500 I -----------
.15 -------
.15 .15 .14 .14
8.3000 I .14 .14 .14 .14 .14
8.5500 I .14 .14 .14 .14 .13
8.8000 I .13 .13 .13 .13 .13
9.0500 .13 .13 .13 .13 .13
9.3000 .13 .13 .13 .12 .12
9.5500 .12 .12 .12 .12 .12
9.8000 .12 .12 .12 .12 .12
10.0500 .12 .12 .12 .12 .12
10.3000 .11 .11 .11 .11 .11
10.5500 .11 .11 .11 .11 .11
10.8000 .11 .11 .11 .11 .11
11.0500 .11 .11 .11 .11 .11
11.3000 I .11 .11 .11 .11 .11
11.5500 I .11 .10 .10 .10 .10
11.8000 I .10 .10 .10 .10 .10
12.0500 .10 .10 .10 .10 .10
12.3000 I .10 .10 .10 .10 .10
12.5500 I .10 .10 .10 .10 .10
12.8000 .10 .10 .10 .10 .10
13.0500 .10 .10 .10 .09 .09
13.3000 I .09 .09 .09 .09 .09
13.5500 I .09 .09 .09 .09 .09
13.8000 .09 .09 .09 .09 .09
14.0500 I .09 .09 .09 .09 .09
14.3000 .09 .09 .09 .09 .09
14.5500 I .09 .09 .09 .09 .09
14.8000 i .09 .09 .09 .09 .09
15.0500 .09 .09 .09 .09 .09
15.3000 .09 .09 .09 .09 .09
15.5500 .09 .09 .09 .09 .09
15.8000 .09 .09 .09 .09 .09
16.0500 .09 .09 .09 .09 .09
16.3000 .09 .09 .09 .09 .09
16.5500 .09 .09 .09 .09 .09
16.8000 I .09 .09 .09 .09 .09
17.0500 .09 .09 .09 .09 .09
17.3000 .09 .09 .09 .08 .08
17.5500 .08 .08 .08 .08 .08
17.8000 .08 .08 .08 .08 .08
18.0500 .08 .08 .08 .08 .08
18.3000 .08 .08 .08 .08 .08
18.5500 .08 .08 .08 .08 .08
18.8000 .08 .08 .08 .08 .08
19.0500 I .08 .08 .08 .08 .08
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Node: Addition Summary Page 5.04
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1

E
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs Time on left represent s time for first value in each row.
--------
---------I-
19.3000 -----------
.08 ------------
.08 ---
.08 -------
.08 .08
19.5500 .08 .08 .08 .08 .08
19.8000 .08 .08 .08 .08 .08
20.0500 .08 .08 .08 .08 .08
20.3000 I .08 .08 .08 .08 .08
20.5500 I .07 .07 .07 .07 .07
20.8000 I .07 .07 .07 .07 .07
21.0500 I .07 .07 .07 .07 .07
21.3000 I .07 .07 .07 .07 .07
21.5500 .07 .07 .07 .07 .07
21.8000 I .07 .07 .07 .07 .07
22.0500 I .07 .07 .07 .07 .07
22.3000 .07 .07 .07 .07 .07
22.5500 .07 .07 .07 .07 .07
22.8000 .07 .07 .06 .06 .06
23.0500 .06 .06 .06 .06 .06
23.3000 .06 .06 .06 .06 .06
23.5500 .06 .06 .06 .06 .06
23.8000 .06 .06 .06 .06 .06
24.0500 .06 .06 .06 .06 .06
24.3000 I .06 .06 .06 .06 .06
24.5500 I .06 .06 .06 .06 .06
24.8000 I .06 .06 .06 .06 .06
25.0500 I .05 .05 .05 .05 .05
25.3000 ( .05 .05 .05 .05 .05
25.5500 I .05 .05 .05 .05 .05
25.8000 I .05 .05 .05 .05 .05
26.0500 I .05 .05 .05 .05 .05
26.3000 .05 .05 .05 .05 .05
26.5500 .05 .05 .05 .05 .05
26.8000 .05 .05 .05 .05 .05
27.0500 .04 .04 .04 .04 .04
27.3000 .04 .04 .04 .04 .04
27.5500 .04 .04 .04 .04 .04
27.8000 .04 .04 .04 .04 .04
28.0500 .04 .04 .04 .04 .04
28.3000 .04 .04 .04 .04 .04
28.5500 I .04 .04 .04 .04 .04
28.8000 I .04 .04 .04 .04 .04
29.0500 I .04 .04 .03 .03 .03
29.3000 I .03 .03 .03 .03 .03
29.5500 I .03 .03 .03 .03 .03
29.8000 I .03 .03 .03 .03 .03
30.0500 I .03 .03 .03 .03 .03
30.3000 .03 .03 .03 .03 .03
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Node: Addition Summary Page 5.05
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
is Storm... 1 Tag: 1

1?
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs Time on left represent s time for
--
--- first value
------------- in each row.
-------------
---------I-
30.5500 -----------
.03 --------------
.03 ----
-
.03 .03 .03
30.8000 .03 .03 .03 .03 .03
31.0500 1 .03 .03 .02 .02 .02
31.3000 .02 .02 .02 .02 .02
31.5500 ( .02 .02 .02 .02 .02
31.8000 i .02 .02 .02 .02 .02
32.0500 I .02 .02 .02 .02 .02
32.3000 I .02 .02 .02 .02 .02
32.5500 I .02 .02 .02 .02 .02
32.8000 I .02 .01 .01 .01 .01
33.0500 I .01 .01 .01 .01 .01
33.3000 I .01 .01 .01 .01 .01
33.5500 .01 .01 .01 .01 .01
33.8000 .01 .01 .01 .01 .01
34.0500 .01 .01 .01 .01 .01
34.3000 .01 .01 .01 .01 .01
34.5500 .01 .01 .01 .01 .01
34.8000 .01 .01 .01 .01 .01
35.0500 1 .01 .01 .01 .01 .01
35.3000 I .01 .01 .01 .01 .01
35.5500 I .01 .01 .01 .01 .01
35.8000 I .01 .01 .01 .01 .01
36.0500 I .01 .01 .01 .01 .01
36.3000 I .01 .01 .01 .01 .01
36.5500 1 .01 .01 .01 .01 .01
36.8000 1 .01 .01 .01 .01 .01
37.0500 1 .01 .01 .01 .01 .01
37.3000 1 .01 .01 .01 .01 .01
37.5500 I .01 .01 .01 .01 .01
37.8000 I .01 .01 .01 .01 .01
38.0500 I .01 .01 .01 .01 .00
38.3000 I .00 .00 .00 .00 .00
38.5500 ( .00 .00 .00 .00 .00
38.8000 I .00 .00 .00 .00 .00
39.0500 I .00 .00 .00 .00 .00
39.3000 I .00 .00 .00 .00 .00
39.5500 I .00 .00 .00 .00 .00
39.8000 .00 .00 .00 .00 .00
40.0500 .00 .00 .00 .00 .00
40.3000 .00 .00 .00 .00 .00
40.5500 1 .00 .00 .00 .00 .00
40.8000 .00 .00 .00 .00 .00
41.0500 .00 .00 .00 .00 .00
41.3000 .00 .00 .00 .00 .00
41.5500 .00 .00 .00 .00 .00
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Node: Addition Summary Page 5.06
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
. Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for first value
-
-
------ in each row.
------
---------I-
41.8000 I -----------
.00 ---------------
.00 ---------
.00 --
-
--
.00 .00
42.0500 I .00 .00 .00 .00 .00
42.3000 I .00 .00 .00 .00 .00
42.5500 I .00 .00 .00 .00 .00
42.8000 .00 .00 .00 .00 .00
43.0500 .00 .00 .00

11
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Time-Elev Page 6.01
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
9 Storm... 1 Tag: 1

TIME vs. ELEVATION (ft)
11
0
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for
- first value in
-
----------- each row.
-
---------I-
.1000 I ---------------
19.00 ------------
19.00 --------
19.00 -
-
19.01 19.01
.3500 ( 19.02 19.02 19.05 19.13 19.26
.6000 I 19.44 19.65 19.89 20.14 20.38
.8500 20.61 20.82 21.01 21.18 21.33
1.1000 21.46 21.57 21.66 21.74 21.81
1.3500 21.86 21.90 21.93 21.95 21.96
1.6000 1 21.97 21.97 21.97 21.96 21.94
1.8500 1 21.93 21.91 21.88 21.86 21.83
2.1000 21.80 21.77 21.74 21.71 21.68
2.3500 21.64 21.61 21.58 21.54 21.51
2.6000 21.48 21.44 21.41 21.38 21.35
2.8500 21.32 21.29 21.26 21.23 21.20
3.1000 1 21.17 21.14 21.11 21.08 21.06
3.3500 21.03 21.01 20.98 20.96 20.94
3.6000 I 20.91 20.89 20.87 20.85 20.83
3.8500 1 20.81 20.79 20.77 20.75 20.74
4.1000 20.72 20.70 20.69 20.67 20.66
4.3500 1 20.64 20.63 20.61 20.60 20.59
4.6000 1 20.58 20.56 20.55 20.54 20.53
4.8500 I 20.52 20.51 20.50 20.49 20.48
5.1000 I 20.47 20.46 20.45 20.44 20.43
5.3500 I 20.42 20.42 20.41 20.40 20.39
5.6000 I 20.39 20.38 20.37 20.37 20.36
5.8500 I 20.35 20.35 20.34 20.34 20.33
6.1000 I 20.32 20.32 20.31 20.31 20.30
6.3500 I 20.30 20.29 20.29 20.29 20.28
6.6000 I 20.28 20.27 20.27 20.26 20.26
6.8500 I 20.25 20.25 20.25 20.24 20.24
7.1000 1 20.24 20.23 20.23 20.22 20.22
7.3500 I 20.22 20.21 20.21 20.21 20.21
7.6000 20.20 20.20 20.20 20.19 20.19
7.8500 I 20.19 20.19 20.18 20.18 20.18
8.1000 20.18 20.17 20.17 20.17 20.17
8.3500 I 20.16 20.16 20.16 20.16 20.16
8.6000 I 20.15 20.15 20.15 20.15 20.14
8.8500 20.14 20.14 20.14 20.13 20.13
9.1000 20.13 20.13 20.13 20.12 20.12
9.3500 20.12 20.12 20.12 20.12 20.11
9.6000 20.11 20.11 20.11 20.11 20.11
9.8500 20.10 20.10 20.10 20.10 20.10
10.1000 20.10 20.10 20.09 20.09 20.09
10.3500 1 20.09 20.09 20.09 20.08 20.08
10.6000 I 20.08 20.08 20.08 20.08 20.07
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Time-Elev Page 6.02
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
• Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
r 1
0
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in
--
------ each row.
----------
---------I-
10.8500 I ---------------
20.07 ------------
20.07 ---------
20.07 ------
-
20.07 20.07
11.1000 I 20.06 20.06 20.06 20.06 20.06
11.3500 I 20.06 20.06 20.05 20.05 20.05
11.6000 20.05 20.05 20.05 20.05 20.05
11.8500 20.04 20.04 20.04 20.04 20.04
12.1000 20.04 20.04 20.03 20.03 20.03
12.3500 20.03 20.03 20.03 20.02 20.02
12.6000 1 20.02 20.02 20.02 20.02 20.02
12.8500 20.01 20.01 20.01 20.01 20.01
13.1000 20.01 20.01 20.00 20.00 20.00
13.3500 20.00 20.00 20.00 20.00 20.00
13.6000 1 19.99 19.99 19.99 19.99 19.99
13.8500 19.99 19.98 19.98 19.98 19.98
14.1000 19.98 19.98 19.97 19.97 19.97
14.3500 19.97 19.97 19.97 19.96 19.96
14.6000 19.96 19.96 19.96 19.96 19.95
14.8500 1 19.95 19.95 19.95 19.95 19.95
15.1000 I 19.94 19.94 19.94 19.94 19.94
15.3500 1 19.94 19.93 19.93 19.93 19.93
15.6000 I 19.93 19.92 19.92 19.92 19.92
15.8500 I 19.92 19.91 19.91 19.91 19.91
16.1000 1 19.91 19.90 19.90 19.90 19.90
16.3500 1 19.90 19.89 19.89 19.89 19.89
16.6000 I 19.88 19.88 19.88 19.88 19.88
16.8500 I 19.87 19.87 19.87 19.87 19.87
17.1000 I 19.86 19.86 19.86 19.86 19.86
17.3500 I 19.85 19.85 19.85 19.85 19.84
17.6000 19.84 19.84 19.84 19.83 19.83
17.8500 19.83 19.83 19.82 19.82 19.82
18.1000 1 19.82 19.81 19.81 19.81 19.81
18.3500 19.80 19.80 19.80 19.80 19.80
18.6000 1 19.79 19.79 19.79 19.79 19.78
18.8500 19.78 19.78 19.78 19.77 19.77
19.1000 19.77 19.77 19.76 19.76 19.76
19.3500 19.75 19.75 19.75 19.75 19.74
19.6000 1 19.74 19.74 19.74 19.73 19.73
19.8500 1 19.73 19.73 19.72 19.72 19.72
20.1000 1 19.71 19.71 19.71 19.71 19.70
20.3500 1 19.70 19.70 19.70 19.69 19.69
20.6000 19.69 19.69 19.68 19.68 19.68
20.8500 I 19.68 19.67 19.67 19.67 19.66
21.1000 19.66 19.66 19.66 19.65 19.65
21.3500 19.65 19.64 19.64 19.64 19.63
21.6000 1 19.63 19.63 19.63 19.62 19.62
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Time-Elev Page 6.03
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
is Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)

0
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for first value in each row.
----------
---------I-
21.8500 1 ---------------
19.62 ---
19.61 ----------
19.61 -----
19.61 19.61
22.1000 19.60 19.60 19.60 19.59 19.59
22.3500 I 19.59 19.59 19.58 19.58 19.58
22.6000 19.58 19.57 19.57 19.57 19.56
22.8500 19.56 19.56 19.55 19.55 19.55
23.1000 19.54 19.54 19.54 19.53 19.53
23.3500 19.53 19.52 19.52 19.52 19.52
23.6000 19.51 19.51 19.51 19.50 19.50
23.8500 19.50 19.49 19.49 19.49 19.49
24.1000 1 19.48 19.48 19.48 19.47 19.47
24.3500 1 19.47 19.46 19.46 19.46 19.46
24.6000 1 19.45 19.45 19.45 19.45 19.44
24.8500 ( 19.44 19.44 19.43 19.43 19.43
25.1000 I 19.43 19.42 19.42 19.42 19.42
25.3500 I 19.41 19.41 19.41 19.40 19.40
25.6000 I 19.40 19.40 19.39 19.39 19.39
25.8500 I 19.39 19.38 19.38 19.38 19.38
26.1000 I 19.37 19.37 19.37 19.37 19.36
26.3500 19.36 19.36 19.36 19.36 19.35
26.6000 I 19.35 19.35 19.35 19.34 19.34
26.8500 I 19.34 19.34 19.34 19.33 19.33
27.1000 I 19.33 19.33 19.32 19.32 19.32
27.3500 I 19.32 19.32 19.31 19.31 19.31
27.6000 1 19.31 19.31 19.30 19.30 19.30
27.8500 I 19.30 19.30 19.29 19.29 19.29
28.1000 I 19.29 19.29 19.28 19.28 19.28
28.3500 I 19.28 19.27 19.27 19.27 19.27
28.6000 I 19.26 19.26 19.26 19.26 19.26
28.8500 19.25 19.25 19.25 19.25 19.24
29.1000 I 19.24 19.24 19.24 19.24 19.23
29.3500 19.23 19.23 19.23 19.22 19.22
29.6000 I 19.22 19.22 19.22 19.21 19.21
29.8500 I 19.21 19.21 19.21 19.20 19.20
30.1000 I 19.20 19.20 19.20 19.19 19.19
30.3500 1 19.19 19.19 19.19 19.19 19.18
30.6000 19.18 19.18 19.18 19.18 19.18
30.8500 19.17 19.17 19.17 19.17 19.17
31.1000 19.17 19.16 19.16 19.16 19.16
31.3500 19.16 19.16 19.15 19.15 19.15
31.6000 19.15 19.15 19.15 19.15 19.14
31.8500 19.14 19.14 19.14 19.14 19.14
32.1000 I 19.14 19.14 19.13 19.13 19.13
32.3500 I 19.13 19.13 19.13 19.13 19.13
32.6000 19.13 19.12 19.12 19.12 19.12
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
•
Type.... Time-Elev Page 6.04
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Iiaestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in
-
-
-- each row.
----------
---------I
32.8500 I ---------
19.12 -----------
19.12 ----------
19.12 ------
----
-
19.12 19.12
33.1000 ( 19.12 19.12 19.11 19.11 19.11
33.3500 I 19.11 19.11 19.11 19.11 19.11
33.6000 I 19.11 19.11 19.11 19.11 19.10
33.8500 19.10 19.10 19.10 19.10 19.10
34.1000 19.10 19.10 19.10 19.10 19.10
34.3500 1 19.10 19.10 19.10 19.10 19.09
34.6000 I 19.09 19.09 19.09 19.09 19.09
34.8500 1 19.09 19.09 19.09 19.09 19.09
35.1000 1 19.09 19.09 19.09 19.09 19.09
35.3500 I 19.09 19.09 19.09 19.08 19.08
35.6000 1 19.08 19.08 19.08 19.08 19.08
35.8500 19.08 19.08 19.08 19.08 19.08
36.1000 19.08 19.08 19.08 19.08 19.08
36.3500 19.08 19.08 19.08 19.08 19.08
36.6000 1 19.08 19.08 19.07 19.07 19.07
36.8500 19.07 19.07 19.07 19.07 19.07
37.1000 19.07 19.07 19.07 19.07 19.07
37.3500 1 19.07 19.07 19.07 19.07 19.07
37.6000 I 19.07 19.07 19.07 19.07 19.07
37.8500 I 19.07 19.07 19.07 19.07 19.06
38.1000 ( 19.06 19.06 19.06 19.06 19.06
38.3500 I 19.06 19.06 19.06 19.06 19.06
38.6000 I 19.06 19.06 19.06 19.06 19.06
38.8500 I 19.06 19.06 19.06 19.06 19.06
39.1000 1 19.06 19.06 19.06 19.06 19.06
39.3500 1 19.06 19.06 19.06 19.06 19.06
39.6000 I 19.06 19.05 19.05 19.05 19.05
39.8500 I 19.05 19.05 19.05 19.05 19.05
40.1000 I 19.05 19.05 19.05 19.05 19.05
40.3500 I 19.05 19.05 19.05 19.05 19.05
40.6000 I 19.05 19.05 19.05 19.05 19.05
40.8500 I 19.05 19.05 19.05 19.05 19.05
41.1000 I 19.05 19.05 19.05 19.05 19.05
41.3500 I 19.05 19.05 19.05 19.05 19.05
41.6000 I 19.04 19.04 19.04 19.04 19.04
41.8500 I 19.04 19.04 19.04 19.04 19.04
42.1000 19.04 19.04 19.04 19.04 19.04
42.3500 1 19.04 19.04 19.04 19.04 19.04
42.6000 1 19.04 19.04 19.04 19.04 19.04
42.8500 1 19.04 19.04 19.04 19.04 19.04
43.1000 19.04 19.04
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005

Type.... Time vs. Volume Page 7.01
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)

•
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in each row.
---------I-
.1000 ----------------
.000 -----------
.000 --------------
.000 ----------
.000 ----------
.001
.3500 .001 .001 .003 .008 .016
.6000 .028 .043 .061 .081 .101
.8500 I .120 .139 .157 .174 .189
1.1000 .202 .214 .224 .232 .239
1.3500 .245 .250 .253 .256 .257
1.6000 .258 .258 .257 .256 .255
1.8500 .253 .251 .248 .245 .242
2.1000 .239 .236 .232 .229 .225
2.3500 I .222 .218 .214 .211 .207
2.6000 I .204 .200 .197 .194 .190
2.8500 .187 .184 .181 .178 .175
3.1000 .172 .170 .167 .164 .162
3.3500 I .159 .157 .154 .152 .150
3.6000 .148 .146 .144 .142 .140
3.8500 I .138 .136 .135 .133 .131
4.1000 I .130 .128 .127 .126 .124
4.3500 I .123 .122 .121 .119 .118
4.6000 I .117 .116 .115 .114 .113
4.8500 I .112 .111 .110 .109 .109
5.1000 .108 .107 .106 .105 .105
5.3500 I .104 .103 .103 .102 .101
5.6000 I .101 .100 .100 .099 .099
5.8500 I .098 .098 .097 .097 .096
6.1000 I .096 .095 .095 .094 .094
6.3500 .094 .093 .093 .092 .092
6.6000 .092 .091 .091 .091 .090
6.8500 .090 .090 .089 .089 .089
7.1000 I .088 .088 .088 .087 .087
7.3500 I .087 .087 .086 .086 .086
7.6000 .086 .085 .085 .085 .085
7.8500 .084 .084 .084 .084 .084
8.1000 I .083 .083 .083 .083 .083
8.3500 .083 .082 .082 .082 .082
8.6000 I .082 .081 .081 .081 .081
8.8500 .081 .080 .080 .080 .080
9.1000 .080 .080 .079 .079 .079
9.3500 .079 .079 .079 .079 .078
9.6000 .078 .078 .078 .078 .078
9.8500 .078 .078 .077 .077 .077
10.1000 .077 .077 .077 .077 .077
10.3500 .076 .076 .076 .076 .076
10.6000 .076 .076 .075 .075 .075
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Time vs. Volume Page 7.02
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
• Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
E
•
Time Output Time increment = .0500 hrs
hrs Time on left represents time for first value in each row.
-
---------I-
10.8500 ----------------
.075 -----------
.075 --------------
.075 ----------
.075 ---------
.075
11.1000 .075 .074 .074 .074 .074
11.3500 I .074 .074 .074 .074 .074
11.6000 .073 .073 .073 .073 .073
11.8500 .073 .073 .073 .073 .072
12.1000 .072 .072 .072 .072 .072
12.3500 .072 .072 .071 .071 .071
12.6000 .071 .071 .071 .071 .071
12.8500 .071 .070 .070 .070 .070
13.1000 .070 .070 .070 .070 .070
13.3500 I .069 .069 .069 .069 .069
13.6000 .069 .069 .069 .069 .068
13.8500 .068 .068 .068 .068 .068
14.1000 .068 .068 .067 .067 .067
14.3500 .067 .067 .067 .067 .066
14.6000 .066 .066 .066 .066 .066
14.8500 .066 .066 .065 .065 .065
15.1000 .065 .065 .065 .065 .065
15.3500 I .064 .064 .064 .064 .064
15.6000 .064 .064 .063 .063 .063
15.8500 .063 .063 .063 .062 .062
16.1000 .062 .062 .062 .062 .062
16.3500 .061 .061 .061 .061 .061
16.6000 .061 .060 .060 .060 .060
16.8500 .060 .060 .060 .059 .059
17.1000 .059 .059 .059 .059 .058
17.3500 I .058 .058 .058 .058 .057
17.6000 .057 .057 .057 .057 .057
17.8500 .056 .056 .056 .056 .056
18.1000 .055 .055 .055 .055 .055
18.3500 .055 .054 .054 .054 .054
18.6000 .054 .054 .053 .053 .053
18.8500 .053 .053 .052 .052 .052
19.1000 .052 .052 .051 .051 .051
19.3500 I .051 .051 .050 .050 .050
19.6000 .050 .050 .049 .049 .049
19.8500 .049 .049 .048 .048 .048
20.1000 .048 .048 .048 .047 .047
20.3500 .047 .047 .047 .046 .046
20.6000 .046 .046 .046 .045 .045
20.8500 .045 .045 .045 .045 .044
21.1000 .044 .044 .044 .043 .043
21.3500 .043 .043 .043 .042 .042
21.6000 .042 .042 .042 .041 .041
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
•
Type.... Time vs. Volume Page 7.03
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•
0
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in each row.
----------
21.8500 ---------------
.041
.041
.040
.040 -----
.040
22.1000 .040 .040 .039 .039 .039
22.3500 1 .039 .039 .039 .038 .038
22.6000 .038 .038 .038 .037 .037
22.8500 .037 .037 .036 .036 .036
23.1000 .036 .035 .035 .035 .035
23.3500 1 .035 .034 .034 .034 .034
23.6000 .034 .033 .033 .033 .033
23.8500 .032 .032 .032 .032 .032
24.1000 .031 .031. .031 .031 .031
24.3500 1 .030 .030 .030 .030 .030
24.6000 .029 .029 .029 .029 .029
24.8500 1 .028 .028 .028 .028 .028
25.1000 .028 .027 .027 .027 .027
25.3500 1 .027 .026 .026 .026 .026
25.6000 .026 .026 .025 .025 .025
25.8500 .025 .025 .025 .024 .024
26.1000 1 .024 .024 .024 .024 .023
26.3500 I .023 .023 .023 .023 .023
26.6000 .022 .022 .022 .022 .022
26.8500 1 .022 .022 .021 .021 .021
27.1000 .021 .021 .021 .021 .020
27.3500 1 .020 .020 .020 .020 .020
27.6000 .020 .019 .019 .019 .019
27.8500 I .019 .019 .019 .019 .018
28.1000 .018 .018 .018 .018 .018
28.3500 .018 .017 .017 .017 .017
28.6000 .017 .017 .016 .016 .016
28.8500 ( .016 .016 .016 .016 .015
29.1000 .015 .015 .015 .015 .015
29.3500 .015 .014 .014 .014 .014
29.6000 .014 .014 .014 .013 .013
29.8500 .013 .013 .013 .013 .013
30.1000 1 .013 .012 .012 .012 .012
30.3500 .012 .012 .012 .012 .012
30.6000 .011 .011 .011 .011 .011
30.8500 .011 .011 .011 .011 .010
31.1000 .010 .010 .010 .010 .010
31.3500 .010 .010 .010 .010 .009
31.6000 .009 .009 .009 .009 .009
31.8500 1 .009 .009 .009 .009 .009
32.1000 1 .009 .008 .008 .008 .008
32.3500 I .008 .008 .008 .008 .008
32.6000 .008 .008 .008 .008 .008
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
C`
Type.... Time vs. Volume Page 7.04
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•
E
Time ( Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in
- each row.
-
----
---------I-
32.8500 ----------------
.008 -------
.007 ----
.007 ---------
.007 ----
-
.007
33.1000 .007 .007 .007 .007 .007
33.3500 .007 .007 .007 .007 .007
33.6000 .007 .007 .007 .007 .006
33.8500 I .006 .006 .006 .006 .006
34.1000 I .006 .006 .006 .006 .006
34.3500 .006 .006 .006 .006 .006
34.6000 .006 .006 .006 .006 .006
34.8500 .006 .006 .006 .006 .006
35.1000 .005 .005 .005 .005 .005
35.3500 .005 .005 .005 .005 .005
35.6000 1 .005 .005 .005 .005 .005
35.8500 .005 .005 .005 .005 .005
36.1000 .005 .005 .005 .005 .005
36.3500 .005 .005 .005 .005 .005
36.6000 .005 .005 .005 .005 .005
36.8500 .005 .005 .005 .004 .004
37.1000 .004 .004 .004 .004 .004
37.3500 1 .004 .004 .004 .004 .004
37.6000 .004 .004 .004 .004 .004
37.8500 .004 .004 .004 .004 .004
38.1000 1 .004 .004 .004 .004 .004
38.3500 1 .004 .004 .004 .004 .004
38.6000 .004 .004 .004 .004 .004
38.8500 I .004 .004 .004 .004 .004
39.1000 I .004 .004 .004 .004 .004
39.3500 I .004 .003 .003 .003 .003
39.6000 1 .003 .003 .003 .003 .003
39.8500 I .003 .003 .003 .003 .003
40.1000 .003 .003 .003 .003 .003
40.3500 1 .003 .003 .003 .003 .003
40.6000 I .003 .003 .003 .003 .003
40.8500 I .003 .003 .003 .003 .003
41.1000 I .003 .003 .003 .003 .003
41.3500 I .003 .003 .003 .003 .003
41.6000 I .003 .003 .003 .003 .003
41.8500 I .003 .003 .003 .003 .003
42.1000 I .003 .003 .003 .003 .003
42.3500 I .003 .003 .003 .003 .003
42.6000 I .002 .002 .002 .002 .002
42.8500 I .002 .002 .002 .002 .002
43.1000 1 .002 .002
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Vol: Elev-Area
Name.... POND 10
Page 8.01
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Elevation Planimeter Area A1+A2+sgr(A1*A2) Volume Volume Sum
(ft)
------------ (sq.in) (sq.ft)
--------------------- (sq.ft)
---------------- (ac-ft)
---------- (ac-ft)
-------------
19.00 2671 0 .000 .000
20.00 3393 9074 .069 .069
21.00 ----- 4168 11322 .087 .156
22.00 5016 13756 .105 .261
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: ELI, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for ELI, EL2, respectively
Volume = Incremental volume between ELI and EL2
•
40
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Type.... Outlet Input Data
Name.... Outlet 1
Page 9.01
0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 19.00 ft
Increment = .08 ft
Max. Elev.= 22.00 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
Orifice-Circular 00 ---> CO 19.000 22.000
Weir-Rectangular WO ---> CO 20.000 22.000
Culvert-Circular CO ---> TW 19.000 22.000
TW SETUP, DS Channel
.7
•
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Type.... Outlet Input Data
Name.... Outlet 1
Page 9.02
0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = 00
Structure Type = Orifice-Circular
------------------------------------
# of openings = 1
Invert Elev. = 19.00 ft
Diameter = 2.00 in
Orifice Coeff. _ .600
Structure ID = WO
Structure Type
----------------- = Weir-Rectangular
-------------------
# of Openings = 1
Crest Elev. = 20.00 ft
Weir Length = 2.00 ft
Weir Coeff. _ .300000
Weir TW effects (Use adjustment equation)

•
SIN: EFYXYWGYYNFB Malpass & Associates
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Type.... Outlet Input Data
Name.... Outlet 1
Page 9.03
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
OUTLET STRUCTURE INPUT DATA
0
Structure ID = CO
Structure Type = Culvert-Circular
-
-
--
-------------------
No. Barrels = ---------
-
1 --
-
Barrel Diameter = 15.00 in
Upstream Invert = 19.00 ft
Dnstream Invert = 19.00 ft
Horiz. Length = 20.00 ft
Barrel Length = 20.00 ft
Barrel Slope = .00000 ft/ft
OUTLET CONTROL DATA ...
Mannings n = .0130
Ke = .2000 (forward entrance loss)
Kb = .023225 (per ft of full flow)
Kr = .2000 (reverse entrance loss)
HW Convergence = .001 +/- ft
INLET CONTROL DATA. ..
Equation form = 1
Inlet Control K = .0045
Inlet Control M = 2.0000
Inlet Control c = .03170
Inlet Control Y = .6900
T1 ratio (HW/D) = 1.095
T2 ratio (HW/D) = 1.197
Slope Factor = -.500
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 TI & T2...
At T1 Elev = 20.37 ft ---> Flow = 4.80 cfs
At T2 Elev = 20.50 ft ---> Flow = 5.49 cfs
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
C:
CONVERGENCE TOLERANCES ...
Maxi mum Iterations= 40
Min. TW tolerance = .01 ft
Max. TW tolerance = .01 ft
Min. HW tolerance = .01 ft
Max. HW tolerance = .01 ft
Min. Q tolerance = .00 cfs
Max. Q tolerance = .00 cfs
SIN: EFYXYWGYYNFB Malpass & Associates
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Type.... Individual Outlet Curves
Name.... Outlet 1
Page 9.04
0 a File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = 00
- (Orifice-Circular)
------------------
------------
Upstream ID -------
= ( Pond Water Surface)
DNstream ID = CO (Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Ch an. TW
Elev. Q HW HGL DS HGL DS HGL Error E rror TW Error
ft cfs ft ft
---- ft
---
--- +/-ft +/
------ -- -cfs
---- ft
----- +/-ft
-- -------
--------
19.00 -------
.00 - ------- -
... ---
... -
... ... ... Free Outfall
WS below an invert; no flow.
19.08 .01 19.08 19.06 19.06 .000 .000 Free Outfall
BACKWATER CONTROL.. Vh= .020 ft hwDi= .063ft Lbw= Oft Hev= .OOft
19.17 .02 19.17 19.11 19.11 .000 .000 Free Outfall
H =.06
19.25 .04 19.25 19.13 19.13 .000 .000 Free Outfall
H =.12
19.33 .05 19.33 19.14 19.14 .000 .000 Free Outfall
H =.19
19.42 .05 19.42 19.15 19.15 .000 .000 Free Outfall
H =.26
19.50 .06 19.50 19.16 19.16 .000 .000 Free Outfall
H =.34
• 19.58 .07 19.58 19.17 19.17 .000 .000 Free Outfall
H =.42
19.67 .07 19.67 19.17 19.17 .000 .000 Free Outfall
H =.49
19.75 .08 19.75 19.18 19.18 .000 .000 Free Outfall
H =.57
19.83 .08 19.83 19.19 19.19 .000 .000 Free Outfall
H =.65
19.92 .09 19.92 19.19 19.19 .000 .000 Free Outfall
H =.73
20.00 .09 20.00 19.19 19.19 .000 .000 Free Outfall
H =.81
20.08 .10 20.08 19.21 19.21 .000 .000 Free outfall
H =.87
20.17 .10 20.17 19.23 19.23 .000 .000 Free Outfall
H =.93
20.25 .10 20.25 19.26 19.26 .002 .000 Free outfall
H =.99
20.33 .11 20.33 19.29 19.29 .000 .000 Free Outfall
H =1.04
20.42 .11 20.42 19.32 19.32 .000 .000 Free Outfall
H =1.10

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Type.... Individual Outlet Curves
Name.... Outlet 1
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0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = 00 (Orifice-Circular)
-----------
-
--------------
Upstream ID -----
= ----
---
(Pond Water Surface )
DNstream ID = CO (Culvert-C ircular)
Pond WS. Device (into) Con verge Next DS HGL Q SUM DS Ch an. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft
-- ft
------- +/-ft +
------ - /-cfs
----- ft
----- +/-ft
-- -------
--------
20.50 -------
.11 - ------- ---
20.50 ---
19.34 19.34 .000 .000 Free Outfall
H =1.16
20.58 .12 20.58 19.37 19.37 .000 .000 Free Outfall
H =1.21
20.67 .12 20.67 19.40 19.40 .000 .000 Free Outfall
H =1.26
20.75 .12 20.75 19.43 19.43 .000 .000 Free Outfall
H =1.32
20.83 .12 20.83 19.46 19.46 .000 .000 Free Outfall
H =1.38
20.92 .13 20.92 19.48 19.48 .000 .000 Free Outfall
H =1.43
21.00 .13 21.00 19.51 19.52 .004 .000 Free Outfall
H =1.49
• 21.08 .13 21.08 19.54 19.54 .004 .000 Free Outfall
H =1.54
21.17 .13 21.17 19.57 19.57 .000 .000 Free Outfall
H =1.60
21.25 .14 21.25 19.59 19.59 .000 .000 Free Outfall
H =1.66
21.33 .14 21.33 19.62 19.62 .000 .000 Free Outfall
H =1.72
21.42 .14 21.42 19.64 19.65 .004 .000 Free Outfall
H =1.77
21.50 .14 21.50 19.67 19.67 .000 .000 Free Outfall
H =1.83
21.58 .14 21.58 19.70 19.70 .000 .000 Free Outfall
H =1.89
21.67 .15 21.67 19.72 19.72 .000 .000 Free Outfall
H =1.94
21.75 .15 21.75 19.75 19.75 .000 .000 Free Outfall
H =2.00
21.83 .15 21.83 19.78 19.78 .002 .000 Free Outfall
H =2.06
21.92 .15 21.92 19.80 19.80 .000 .000 Free Outfall
H =2.12

SIN: EFYXYWGYYNFB
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Type.... Individual Outlet Curves
Name.... Outlet 1
Page 9.06
• File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = 00 (Orifice-Circular)
--------------------------------------
Upstream ID = (Pond Water Surface)
DNstream ID = CO (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
-------- -------- ------- -------- ------- ------ ------ ------- -------
22.00 .15 22.00 19.83 19.83 .000 .000 Free Outfall
H =2.17
0
?J
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Name.... Outlet 1
Page 9.07
0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure
---------- ID = WO
---------- (Weir-Rectangular)
------------------
Upstream ID = ( Pond Wate r Surface)
DNstream ID = CO (Culvert- Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Ch an. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft
--
---- cfs
-- ft ft ft +/-ft + /-cfs ft +/-ft
-
-
19.00 ---
--
.00 - -------
... --------
... -------
... ------ -
... -----
... -----
Free -- -------
Outfall
WS below an invert; no flow.
19.08 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.17 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.25 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.33 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.42 .00 ... ... ... ... Free Outfall
WS below an invert; no flow.
19.50 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
• 19.58 .00 ... ... ... Free Outfall
WS below an invert; no flow.
19.67 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.75 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.83 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
19.92 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
20.00 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
20.08 .01 20.08 Free 19.21 .000 .000 Free Outfall
H=.08; Ht w=.00; Qfr ee=.01;
20.17 .04 20.17 Free 19.23 .000 .000 Free Outfall
H=.17; Ht w=.00; Qfr ee=.04;
20.25 .07 20.25 Free 19.26 .000 .000 Free Outfall
H=.25; Ht w=.00; Qfr ee=.07;
20.33 .12 20.33 Free 19.29 .000 .000 Free Outfall
H=.33; Ht w=.00; Qfr ee=.12;
20.42 .16 20.42 Free 19.32 .000 .000 Free Outfall
H=.42; Ht w=.00; Qfr ee=.16;

SIN: EFYXYWGYYNFB
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Type.... Individual Outlet Curves
Name.... Outlet 1
Page 9.08
0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = WO (Weir-Rectangular)
------------------
------------------
Upstream ID = --
(Pond Wate r Surface)
DNstream ID = CO (Culvert- Circular)
Pond WS. Device (into) Converg e Next DS HGL Q SUM DS Ch an. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft
-
- +/-ft +/-cfs
- ------
--- ft
----- +/-ft
-- -------
--------
20.50 -------
.21 - ------- -------
20.50 Free - ---
--
19.34 --
.000 .000 Free Outfall
H=.50; Htw=.00; Q free=.21;
20.58 .27 20.58 Free 19.37 .000 .000 Free Outfall
H=.58; Htw=.00; Q free=.27;
20.67 .33 20.67 Free 19.40 .000 .000 Free Outfall
H=.67; Htw=.00; Q free=.33;
20.75 .39 20.75 Free 19.43 .000 .000 Free Outfall
H=.75; Htw=.00; Qfree=.39;
20.83 .46 20.83 Free 19.46 .000 .000 Free Outfall
H=.83; Htw=.00; Q free=.46;
20.92 .53 20.92 Free 19.48 .000 .000 Free Outfall
H=.92; Htw=.00; Q free=.53;
21.00 .60 21.00 Free 19.52 .000 .000 Free Outfall
H=1.00; Htw=.00; Qfree=.60;
21.08 .68 21.08 Free 19.54 .000 .000 Free Outfall
H=1.08; Htw=.00; Qfree=.68;
21.17 .76 21.17 Free 19.57 .000 .000 Free Outfall
H=1.17; Htw=.00; Qfree=.76;
21.25 .84 21.25 Free 19.59 .000 .000 Free Outfall
H=1.25; Htw=.00; Qfree=.84;
21.33 .92 21.33 Free 19.62 .000 .000 Free Outfall
H=1.33; Htw=.00; Qfree=.92;
21.42 1.01 21.42 Free 19.65 .000 .000 Free Outfall
H=1.42; Htw=.00; Qfree=1.01;
21.50 1.10 21.50 Free 19.67 .000 .000 Free Outfall
H=1.50; Htw=.00; Qfree=1.10;
21.58 1.20 21.58 Free 19.70 .000 .000 Free Outfall
H=1.58; Htw=.00; Qfree=1.20;
21.67 1.29 21.67 Free 19.72 .000 .000 Free Outfall
H=1.67; Htw=.00; Qfree=1.29;
21.75 1.39 21.75 Free 19.75 .000 .000 Free Outfall
H=1.75; Htw=.00; Qfree=1.39;
21.83 1.49 21.83 Free 19.78 .000 .000 Free Outfall
H=1.83; Htw=.00; Qfree=1.49;
21.92 1.59 21.92 Free 19.80 .000 .000 Free Outfall
H=1.92; Htw=.00; Qfree=1.59;
•
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Type.... Individual Outlet Curves
Name.... Outlet 1
Page 9.09
9 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = WO
---- (Weir-Rectangular)
-------------------
----------
Upstream -----
ID = (Pond Water Surface)
DNstream ID = CO (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
------- -------
--------
22.00 -------- -------
1.70 22.00 --------
Free -------
-
-
19.83 .000 .000 Free Outfall
H=2.00; H tw=.00; Q free=1.70;
0
•
SIN: EFYXYWGYYNFB Malpass & Associates
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Name.... Outlet 1
Page 9.10
• File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CO (Culvert-Circular)
--------------------------------------
Mannings open channel maximum capacity: .00 cfs
UPstream ID's= 00, WO
DNstream ID = TW (Pond Outfall)
Pond WS.
Elev.
ft
19.00
0 19.58

19.08
19.17
19.25
19.33
19.42
19.50
19.67
19.75
19.83
19.92
20.00
20.08
20.17
20.25
20.33
20.42
Device (into) Converge
Q HW HGL DS HGL
cfs ft ft
-------- ------- --------
00
Next DS HGL Q SUM
DS HGL Error Error
ft +/-ft +/-cfs
------- ------ ------
WS below an invert; no flow.
.01 19.06 Free Free
BACKWATER CONTROL.. Vh= .OOlft
.03 19.11 Free Free
BACKWATER CONTROL.. Vh= .004ft
.04 19.13 Free Free
BACKWATER CONTROL.. Vh= .005ft
.05 19.14 Free Free
BACKWATER CONTROL.. Vh= .007ft
.05 19.15 Free Free
BACKWATER CONTROL.. Vh= .007ft
.06 19.16 Free Free
BACKWATER CONTROL.. Vh= .008ft
.07 19.17 Free Free
BACKWATER CONTROL.. Vh= .009ft
.07 19.17 Free Free
BACKWATER CONTROL.. Vh= .009ft
.08 19.18 Free Free
BACKWATER CONTROL.. Vh= .010ft
.08 19.19 Free Free
BACKWATER CONTROL.. Vh= .010ft
.09 19.19 Free Free
BACKWATER CONTROL.. Vh= .Ollft
.09 19.19 Free Free
BACKWATER CONTROL.. Vh= .Ollft
.11 19.21 Free Free
BACKWATER CONTROL.. Vh= .013ft
.14 19.23 Free Free
BACKWATER CONTROL.. Vh= .015ft
.18 19.26 Free Free
BACKWATER CONTROL.. Vh= .018ft
.22 19.29 Free Free
BACKWATER CONTROL.. Vh= .021ft
.27 19.32 Free Free
BACKWATER CONTROL.. Vh= .025ft
DS Chan. TW
TW Error
ft +/-ft
------- -------
Free Outfall
.000 .000 Free Outfall
hwDi= .062ft Lbw= 20.0ft Hev= .OOft
.000 .001 Free Outfall
hwDi= .106ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .122ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .134ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .144ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .151ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .158ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .164ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .168ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .174ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .178ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .181ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .196ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .217ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .239ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .265ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .288ft Lbw= 20.Oft Hev= .OOft
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 9.11
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CO (Culvert-Circular)
--------------------------------------
Mannings open channel maximum capacity: .00 cfs
UPstream ID's= 00, WO
DNstream ID = TW (Pond Outfall)
Pond WS
Elev.
ft
20.50
•
is
20.58
20.67
20.75
20.83
20.92
21.00
21.08
21.17
21.25
21.33
21.42
21.50
21.58
21.67
21.75
21.83
21.92
Device (into) Converge
Q HW HGL DS HGL
cfs ft ft
------- ------- --------
.32 19.34 Free
BACKWATER CONTROL..
.38 19.37 Free
BACKWATER CONTROL..
.44 19.40 Free
BACKWATER CONTROL..
.51 19.43 Free
BACKWATER CONTROL..
.58 19.46 Free
BACKWATER CONTROL..
.65 19.48 Free
BACKWATER CONTROL..
.73 19.52 Free
BACKWATER CONTROL..
.81 19.54 Free
BACKWATER CONTROL..
.89 19.57 Free
BACKWATER CONTROL..
.97 19.59 Free
BACKWATER CONTROL..
1.06 19.62 Free
BACKWATER CONTROL..
1.15 19.65 Free
BACKWATER CONTROL..
1.24 19.67 Free
BACKWATER CONTROL..
1.34 19.70 Free
BACKWATER CONTROL..
1.44 19.72 Free
BACKWATER CONTROL..
1.54 19.75 Free
BACKWATER CONTROL..
1.64 19.78 Free
BACKWATER CONTROL..
1.75 19.80 Free
BACKWATER CONTROL..
Next D
DS HGL E
ft +
Free
Vh= .029ft
Free
Vh= .033ft
Free
Vh= .036ft
Free
Vh= .040ft
Free
Vh= .044ft
Free
Vh= .048ft
Free
Vh= .053ft
Free
Vh= .057ft
Free
Vh= .061ft
Free
Vh= .065ft
Free
Vh= .070ft
Free
Vh= .073ft
Free
Vh= .078ft
Free
Vh= .083ft
Free
Vh= .087ft
Free
Vh= .092ft
Free
Vh= .097ft
Free
Vh= .102ft
S HGL Q SUM DS Chan. TW
rror Error TW Error
/-ft +/-cfs ft +/-ft
------ ------ ------- -------
.000 .001 Free Outfall
hwDi= .311ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .335ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .358ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .381ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .404ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .427ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .448ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .470ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .493ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .514ft Lbw= 20.Oft Hev= .OOft
.000 .000 Free Outfall
hwDi= .535ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .557ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .578ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .598ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .619ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .640ft Lbw= 20.Oft Hev= .OOft
.000 .002 Free Outfall
hwDi= .659ft Lbw= 20.Oft Hev= .OOft
.000 .001 Free Outfall
hwDi= .680ft Lbw= 20.Oft Hev= .OOft
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Individual Outlet Curves
Name.... Outlet 1
Page 9.12
0 File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CO (Culvert-Circular)
--------------------------------------
Mannings open channel maximum capacity: .00 cfs
UPstream ID's= 00, WO
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
-------- -------- ------- -------- ------- ------ ------ ------- -------
22.00 1.85 19.83 Free Free .000 .001 Free Outfall
BACKWATER CONTROL.. Vh= .106ft hwDi= .700ft Lbw= 20.Oft Hev= .OOft

•
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Composite Rating Curve Page 9.13
Name.... Outlet 1
0
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev, Total Q Notes
-------- -------- ------ -- Converge ----------- -- ------------
Elev. Q TW Elev Error
ft cfs ft +/-ft Contributing
---------- Structures
------------
--------
19.00 -------
.00 ------
Free -- ----- -
Outfall ---
(no Q: OO, WO ,CO)
19.08 .01 Free Outfall OO,CO (no Q: WO)
19.17 .03 Free Outfall O0,C0 (no Q: WO)
19.25 .04 Free Outfall OO,CO (no Q: WO)
19.33 .05 Free Outfall OO,CO (no Q: WO)
19.42 .05 Free Outfall OO,CO (no Q: WO)
19.50 .06 Free Outfall OO,CO (no Q: WO)
19.58 .07 Free Outfall OO,CO (no Q: WO)
19.67 .07 Free Outfall OO,CO (no Q: WO)
19.75 .08 Free Outfall OO,CO (no Q: WO)
19.83 .08 Free Outfall OO,CO (no Q: WO)
19.92 .09 Free Outfall OO,CO (no Q: WO)
20.00 .09 Free Outfall OO,CO (no Q: WO)
20.08 .11 Free Outfall OO,WO,CO
20.17 .14 Free Outfall OO,WO,CO
20.25 .18 Free Outfall OO,WO,CO
20.33 .22 Free Outfall OO,WO,CO
20.42 .27 Free Outfall OO,WO,CO
•
20.50 .32 Free Outfall OO,WO,CO
20.58 .38 Free Outfall O0,W0,C0
20.67 .44 Free Outfall OO,WO,CO
20.75 .51 Free Outfall 00,W0,C0
20.83 .58 Free Outfall OO,WO,CO
20.92 .65 Free Outfall OO,WO,CO
21.00 .73 Free Outfall OO,WO,CO
21.08 .81 Free Outfall OO,WO,CO
21.17 .89 Free Outfall OO,WO,CO
21.25 .97 Free Outfall OO,WO,CO
21.33 1.06 Free Outfall OO,WO,CO
21.42 1.15 Free Outfall OO,WO,CO
21.50 1.24 Free Outfall O0,W0,C0
21.58 1.34 Free Outfall OO,WO,CO
21.67 1.44 Free Outfall 00,W0,C0
21.75 1.54 Free Outfall OO,WO,CO
21.83 1.64 Free Outfall OO,WO,CO
21.92 1.75 Free Outfall OO,WO,CO
22.00 1.85 Free Outfall OO,WO,CO
•
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Pond E-V-Q Table Page 10.01
Name.... POND 10
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
•
LEVEL POOL ROUTING DATA
HYG Dir = M:\Haestad\PondPack\P800-899\P809-Hudson\
Inflow HYG file = NONE STORED - POND 10 IN 1
Outflow HYG file = NONE STORED - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = Outlet 1
No Infiltration
INITIAL CONDITIONS
-
---------
----
----------------
-
Starting WS Elev ---
= 19.00 ft
Starting Volume = .000 ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + 0
ft cfs ac-ft sq.ft cfs
----- cfs
----------- cfs
----------
----------------------
19.00 .00 ------------
.000 -----------
2671 -------
.00 .00 .00
19.08 .01 .005 2728 .00 .01 2.51
19.17 .03 .010 2785 .00 .03 5.08
• 19.25 .04 .016 2843 .00 .04 7.69
19.33 .05 .021 2902 .00 .05 10.36
19.42 .05 .027 2961 .00 .05 13.09
19.50 .06 .033 3021 .00 .06 15.86
19.58 .07 .038 3082 .00 .07 18.69
19.67 .07 .044 3143 .00 .07 21.58
19.75 .08 .051 3204 .00 .08 24.53
19.83 .08 .057 3267 .00 .08 27.53
19.92 .09 .063 3330 .00 .09 30.59
20.00 .09 .069 3393 .00 .09 33.70
20.08 .11 .076 3455 .00 .11 36.89
20.17 .14 .083 3517 .00 .14 40.15
20.25 .18 .089 3579 .00 .18 43.47
20.33 .22 .096 3642 .00 .22 46.86
20.42 .27 .103 3706 .00 .27 50.31
20.50 .32 .111 3771 .00 .32 53.82
20.58 .38 .118 3835 .00 .38 57.40
•
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Pond E-V-Q Table
Name.... POND 10
Page 10.02
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
r ?
?J
LEVEL POOL ROUTING DATA
HYG Dir M:\Haestad\PondPack\P800-899\P809-Hudson\
Inflow HYG file = NONE STORED - POND 10 IN 1
Outflow HYG file = NONE STORED - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = Outlet 1
No Infiltration
INITIAL CONDITIONS
---------
Starting -----------
WS Elev = ----------
19.00 ---
ft -
Starting Volume = .000 ac- ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + 0
ft cfs ac-ft sq.ft cfs cfs
-
- cfs
----------
------------
20.67 ------------
.44 ----------
.125 --- --------
3901 -----------
.00 ----
-
-----
.44 61.04
20.75 .51 .133 3967 .00 .51 64.75
20.83 .58 .140 4033 .00 .58 68.53
•
20.92 .65 .148 4100 .00 .65 72.36
21.00 .73 .156 4168 .00 .73 76.27
21.08 .81 .164 4236 .00 .81 80.24
21.17 .89 .172 4304 .00 .89 84.27
21.25 .97 .181 4373 .00 .97 88.37
21.33 1.06 .189 4442 .00 1.06 92.54
21.42 1.15 .198 4512 .00 1.15 96.78
21.50 1.24 .206 4582 .00 1.24 101.08
21.58 1.34 .215 4653 .00 1.34 105.45
21.67 1.44 .224 4725 .00 1.44 109.89
21.75 1.54 .233 4797 .00 1.54 114.40
21.83 1.64 .242 4869 .00 1.64 118.98
21.92 1.75 .252 4942 .00 1.75 123.63
22.00 1.85 .261 5016 .00 1.85 128.34
•
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Node: Pond Inflow Summary Page 10.03
Name.... POND 10 IN Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND 10 IN
HYG Directory: M:\Haestad\PondPack\P800-899\P809-Hudson\
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
--------------------------------------------------------------------------
ADDLINK 10 HYD QUEUE 10 1-year 24-hr 1
INFLOWS TO: POND 10 IN
---------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft hrs cfs
--------------------------------------------------------------------------
1-year 24-hr 1 .552 .8500 5.14
TOTAL FLOW INTO: POND 10 IN
---------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft hrs cfs
--------------------------------------------------------------------------
POND 10 IN 1 .552 .8500 5.14
•
•
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Node: Pond Inflow Summary Page 10.04
Name.... POND 10 IN Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
• Storm... 1 Tag: 1
TOTAL NODE INFLOW...
HYG file =
HYG ID = POND 10 IN
HYG Tag = 1
-----------------------------------
Peak Discharge = 5.14 cfs
Time to Peak = .8500 hrs
HYG Volume = .552 ac-ft
-----------------------------------
0
0
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
- Time on left represents time for first value in each row.
------I-
--
.1000 -----------
.00 ---------------
.02 ---------
.04 ----------------
.06 ----------
.08
.3500 .10 .13 .69 1.58 2.53
.6000 I 3.39 4.10 4.63 4.96 5.12
.8500 I 5.14 5.06 4.91 4.70 4.47
1.1000 I 4.21 3.95 3.68 3.41 3.16
1.3500 2.92 2.69 2.47 2.27 2.08
1.6000 1.91 1.75 1.60 1.47 1.35
1.8500 1.24 1.14 1.04 .96 .88
2.1000 I .81 .75 .69 .64 .59
2.3500 I .55 .51 .47 .44 .41
2.6000 .38 .36 .33 .31 .29
2.8500 .28 .26 .25 .23 .22
3.1000 .21 .20 .19 .18 .17
3.3500 .17 .16 .16 .15 .15
3.6000 .14 .14 .13 .13 .12
3.8500 .12 .12 .12 .12 .12
4.1000 I .12 .12 .12 .12 .12
4.3500 I .12 .12 .12 .12 .12
4.6000 .11 .11 .11 .11 .11
4.8500 I .11 .11 .11 .11 .11
5.1000 I .11 .11 .11 .11 .11
5.3500 I .11 .11 .11 .11 .11
5.6000 I .11 .11 .11 .11 .11
5.8500 I .11 .11 .11 .11 .11
6.1000 I .11 .11 .11 .11 .11
6.3500 I .11 .11 .11 .11 .10
6.6000 I .10 .10 .10 .10 .10
6.8500 I .10 .10 .10 .10 .10
7.1000 I .10 .10 .10 .10 .10
7.3500 I .10 .10 .10 .10 .10
7.6000 .10 .10 .10 .10 .10
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Node: Pond Inflow Summary Page 10.05
Name.... POND 10 IN Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
• Storm... 1 Tag: 1
•
u
HYDROGRAPH ORDINATES (cfs)
Time 1 Output Time increment = .0500 hrs
hrs Time on left represent s time for
--- first value in
---------------- each row.
----------
--------- I-
7.8500 I -------------
.10 ------------
.10 -------
.10 .10 .10
8.1000 I .10 .10 .10 .10 .10
8.3500 1 .10 .10 .09 .09 .09
8.6000 I .09 .09 .09 .09 .09
8.8500 I .09 .09 .09 .09 .09
9.1000 1 .09 .09 .09 .09 .09
9.3500 .09 .09 .09 .09 .09
9.6000 .09 .09 .09 .09 .09
9.8500 I .09 .09 .09 .09 .09
10.1000 .09 .09 .09 .08 .08
10.3500 .08 .08 .08 .08 .08
10.6000 1 .08 .08 .08 .08 .08
10.8500 I .08 .08 .08 .08 .08
11.1000 I .08 .08 .08 .08 .08
11.3500 I .08 .08 .08 .08 .08
11.6000 I .08 .08 .08 .08 .08
11.8500 I .08 .08 .08 .07 .07
12.1000 .07 .07 .07 .07 .07
12.3500 .07 .07 .07 .07 .07
12.6000 1 .07 .07 .07 .07 .07
12.8500 .07 .07 .07 .07 .07
13.1000 I .07 .07 .07 .07 .07
13.3500 1 .07 .07 .07 .07 .07
13.6000 I .07 .07 .06 .06 .06
13.8500 1 .06 .06 .06 .06 .06
14.1000 .06 .06 .06 .06 .06
14.3500 I .06 .06 .06 .06 .06
14.6000 I .06 .06 .06 .06 .06
14.8500 .06 .06 .06 .06 .06
15.1000 .06 .06 .06 .06 .06
15.3500 1 .06 .06 .06 .06 .05
15.6000 1 .05 .05 .05 .05 .05
15.8500 .05 .05 .05 .05 .05
16.1000 .05 .05 .05 .05 .05
16.3500 .05 .05 .05 .05 .05
16.6000 1 .05 .05 .05 .05 .05
16.8500 ( .05 .05 .05 .05 .05
17.1000 I .05 .04 .04 .04 .04
17.3500 I .04 .04 .04 .04 .04
17.6000 1 .04 .04 .04 .04 .04
17.8500 1 .04 .04 .04 .04 .04
18.1000 .04 .04 .04 .04 .04
18.3500 I .04 .04 .04 .04 .04
18.6000 .04 .04 .04 .04 .04
18.8500 I .04 .04 .03 .03 .03
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Node: Pond Inflow Summary Page 10.06
Name.... POND 10 IN Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
0
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs Time on left represent s time for first value
-
-------- in each row.
-------------
--------- I -
19.1000 ----------
.03 ----------
.03 ----------
.03 --
--
.03 .03
19.3500 .03 .03 .03 .03 .03
19.6000 .03 .03 .03 .03 .03
19.8500 .03 .03 .03 .03 .03
20.1000 I .03 .03 .03 .03 .03
20.3500 I .03 .03 .03 .03 .03
20.6000 I .03 .03 .03 .03 .03
20.8500 I .03 .03 .02 .02 .02
21.1000 I .02 .02 .02 .02 .02
21.3500 I .02 .02 .02 .02 .02
21.6000 I .02 .02 .02 .02 .02
21.8500 .02 .02 .02 .02 .02
22.1000 .02 .02 .02 .02 .02
22.3500 .02 .02 .02 .02 .02
22.6000 .02 .02 .01 .01 .01
22.8500 I .01 .01 .01 .01 .01
23.1000 .01 .01 .01 .01 .01
23.3500 .01 .01 .01 .01 .01
23.6000 1 .01 .01 .01 .01 .01
23.8500 1 .01 .01 .01 .01 .01
24.1000 I .01 .01 .01 .01 .01
24.3500 I .01 .01 .01 .01 .01
24.6000 .01 .01 .01 .01 .01
24.8500 .01 .01 .01 .01 .01
25.1000 .01 .01 .01 .01 .01
25.3500 .01 .01 .01 .01 .01
25.6000 1 .01 .01 .01 .01 .01
25.8500 .01 .01 .01 .01 .01
26.1000 I .01 .01 .01 .01 .01
26.3500 I .01 .01 .01 .01 .01
26.6000 I .01 .01 .01 .01 .01
26.8500 I .01 .01 .01 .01 .01
27.1000 I .01 .01 .01 .01 .01
27.3500 I .01 .01 .01 .01 .01
27.6000 I .01 .01 .01 .01 .01
27.8500 I .01 .01 .01 .01 .01
28.1000 I .01 .01 .00
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Pond Routing Summary Page 10.07
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
LEVEL POOL ROUTING SUMMARY
HYG Dir = M:\Haestad\PondPack\P800-899\P809-Hudson\
Inflow HYG file = NONE STORED - POND 10 IN 1
Outflow HYG file = NONE STORED - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = Outlet 1
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 19.00 ft
Starting Volume = .000 ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
---------------------
----------------------------
---------------------
Peak Inflow = =
--------
5.14 ===
------------------------
cfs at .8500 hrs
Peak Outflow = 1.81 cfs at 1.6000 hrs
--------------------- -------- ------------------------
Peak Elevation = 21.97 ft
Peak Storage =
--------------------- .258
-------- ac-ft
------------------------
MASS BALANCE (ac-ft)
--------------------------
+ Initial Vol - .000
+ HYG Vol IN - .552
- Infiltration = .000
- HYG Vol OUT = .550
- Retained Vol = .002
Unrouted Vol = -.000 ac-ft (.003% of Inflow Volume)
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Pond Routed HYG (total out) Page 10.08
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
0
•
POND ROUTED TOTAL OUTFLOW HYG ...
HYG file =
HYG ID = POND 10 OUT
HYG Tag = 1
----------------
Peak Discharge = -------------
1.81 ------
cfs
Time to Peak = 1.6000 hrs
HYG Volume =
---------------- .550
------------- ac-ft
------
HYDROGRAPH ORDINATES (cfs)
Time Output Time inc rement = .0500 hrs
hrs
--------- Time on left
-------
-
-- represents time for
--
-
- first value in
- each row.

.1000 I
-
-----
-
I .00 ---------
--
.00 --
--
.00 ---------------
.00 ----------
.00
.3500 I .00 .00 .00 .02 .04
.6000 I .06 .07 .09 .13 .25
.8500 I .40 .57 .74 .90 1.06
1.1000 I 1.20 1.32 1.43 1.53 1.60
1.3500 I 1.67 1.72 1.76 1.79 1.81
1.6000 I 1.81 1.81 1.81 1.80 1.78
1.8500 I 1.76 1.73 1.70 1.67 1.63
2.1000 I 1.60 1.56 1.53 1.49 1.45
2.3500 1.41 1.37 1.33 1.30 1.26
2.6000 I 1.22 1.18 1.15 1.11 1.08
2.8500 ( 1.04 1.01 .98 .95 .92
3.1000 I .89 .86 .83 .81 .78
3.3500 I .76 .73 .71 .69 .67
3.6000 .65 .63 .61 .59 .57
3.8500 .56 .54 .53 .51 .50
4.1000 .48 .47 .46 .45 .44
4.3500 I .43 .42 .41 .40 .39
4.6000 I .38 .37 .36 .35 .34
4.8500 .34 .33 .32 .32 .31
5.1000 I .30 .30 .29 .29 .28
5.3500 I .28 .27 .27 .26 .26
5.6000 I .25 .25 .25 .24 .24
5.8500 I .23 .23 .23 .22 .22
6.1000 I .22 .22 .21 .21 .21
6.3500 I .20 .20 .20 .20 .20
6.6000 I .19 .19 .19 .19 .18
6.8500 I .18 .18 .18 .18 .17
7.1000 ( .17 .17 .17 .17 .17
7.3500 ( .16 .16 .16 .16 .16
7.6000 I .16 .16 .16 .15 .15
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Pond Routed HYG (total out)
•
0
•
Page 10.09
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs Time on left represent s time for
- first value in
-
---- each row.
-
--------
---------1-
7.8500 -----------
.15 --------------
.15 ---------
.15 --
--------
-
.15 -
.15
8.1000 .15 .15 .14 .14 .14
8.3500 I .14 .14 .14 .14 .14
8.6000 I .14 .14 .14 .13 .13
8.8500 .13 .13 .13 .13 .13
9.1000 .13 .13 .13 .13 .13
9.3500 .13 .13 .12 .12 .12
9.6000 .12 .12 .12 .12 .12
9.8500 .12 .12 .12 .12 .12
10.1000 .12 .12 .12 .12 .11
10.3500 I .11 .11 .11 .11 .11
10.6000 I .11 .11 .11 .11 .11
10.8500 .11 .11 .11 .11 .11
11.1000 .11 .11 .11 .11 .11
11.3500 1 .11 .11 .11 .11 .11
11.6000 I .10 .10 .10 .10 .10
11.8500 1 .10 .10 .10 .10 .10
12.1000 1 .10 .10 .10 .10 .10
12.3500 I .10 .10 .10 .10 .10
12.6000 I .10 .10 .10 .10 .10
12.8500 1 .10 .10 .10 .10 .10
13.1000 1 .10 .10 .09 .09 .09
13.3500 .09 .09 .09 .09 .09
13.6000 1 .09 .09 .09 .09 .09
13.8500 1 .09 .09 .09 .09 .09
14.1000 1 .09 .09 .09 .09 .09
14.3500 1 .09 .09 .09 .09 .09
14.6000 .09 .09 .09 .09 .09
14.8500 1 .09 .09 .09 .09 .09
15.1000 1 .09 .09 .09 .09 .09
15.3500 1 .09 .09 .09 .09 .09
15.6000 1 .09 .09 .09 .09 .09
15.8500 .09 .09 .09 .09 .09
16.1000 1 .09 .09 .09 .09 .09
16.3500 .09 .09 .09 .09 .09
16.6000 1 .09 .09 .09 .09 .09
16.8500 1 .09 .09 .09 .09 .09
17.1000 .09 .09 .09 .09 .09
17.3500 .09 .09 .08 .08 .08
17.6000 1 .08 .08 .08 .08 .08
17.8500 1 .08 .08 .08 .08 .08
18.1000 .08 .08 .08 .08 .08
18.3500 1 .08 .08 .08 .08 .08
18.6000 .08 .08 .08 .08 .08
18.8500 .08 .08 .08 .08 .08
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Pond Routed HYG (total out)
Page 10.10
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
0 Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs Time on left represent
--- s time for
--
----- first value in
-------- each row.
--------
--- -I-
19.1000 -----------
.08 ----------
-
.08 --
-
.08 -
.08 .08
19.3500 .08 .08 .08 .08 .08
19.6000 .08 .08 .08 .08 .08
19.8500 I .08 .08 .08 .08 .08
20.1000 I .08 .08 .08 .08 .08
20.3500 I .08 .08 .08 .08 .07
20.6000 I .07 .07 .07 .07 .07
20.8500 I .07 .07 .07 .07 .07
21.1000 I .07 .07 .07 .07 .07
21.3500 I .07 .07 .07 .07 .07
21.6000 I .07 .07 .07 .07 .07
21.8500 I .07 .07 .07 .07 .07
22.1000 I .07 .07 .07 .07 .07
22.3500 I .07 .07 .07 .07 .07
22.6000 I .07 .07 .07 .07 .07
22.8500 I .07 .06 .06 .06 .06
23.1000 I .06 .06 .06 .06 .06
23.3500 I .06 .06 .06 .06 .06
23.6000 I .06 .06 .06 .06 .06
23.8500 I .06 .06 .06 .06 .06
24.1000 .06 .06 .06 .06 .06
24.3500 .06 .06 .06 .06 .06
. 24.6000 .06 .06 .06 .06 .06
24.8500 .06 .06 .06 .06 .05
25.1000 1 .05 .05 .05 .05 .05
25.3500 1 .05 .05 .05 .05 .05
25.6000 I .05 .05 .05 .05 .05
25.8500 I .05 .05 .05 .05 .05
26.1000 .05 .05 .05 .05 .05
26.3500 .05 .05 .05 .05 .05
26.6000 .05 .05 .05 .05 .05
26.8500 I .05 .05 .05 .05 .04
27.1000 .04 .04 .04 .04 .04
27.3500 .04 .04 .04 .04 .04
27.6000 .04 .04 .04 .04 .04
27.8500 I .04 .04 .04 .04 .04
28.1000 .04 .04 .04 .04 .04
28.3500 .04 .04 .04 .04 .04
28.6000 1 .04 .04 .04 .04 .04
28.8500 .04 .04 .04 .04 .04
29.1000 .04 .03 .03 .03 .03
29.3500 .03 .03 .03 .03 .03
29.6000 .03 .03 .03 .03 .03
29.8500 I .03 .03 .03 .03 .03
30.1000 1 .03 .03 .03 .03 .03
0
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Pond Routed HYG (total out) Page 10.11
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
r?
•
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs Time on left represent s time for
-
------ first value in each
-------- row.
--------- I -
30.3500 1 ---
.03 -----------
.03 --
-
.03 .03 .03
30.6000 1 .03 .03 .03 .03 .03
30.8500 1 .03 .03 .03 .03 .03
31.1000 1 .03 .02 .02 .02 .02
31.3500 I .02 .02 .02 .02 .02
31.6000 I .02 .02 .02 .02 .02
31.8500 I .02 .02 .02 .02 .02
32.1000 I .02 .02 .02 .02 .02
32.3500 I .02 .02 .02 .02 .02
32.6000 I .02 .02 .02 .02 .02
32.8500 I .01 .01 .01 .01 .01
33.1000 I .01 .01 .01 .01 .01
33.3500 .01 .01 .01 .01 .01
33.6000 I .01 .01 .01 .01 .01
33.8500 1 .01 .01 .01 .01 .01
34.1000 .01 .01 .01 .01 .01
34.3500 1 .01 .01 .01 .01 .01
34.6000 1 .01 .01 .01 .01 .01
34.8500 I .01 .01 .01 .01 .01
35.1000 I .01 .01 .01 .01 .01
35.3500 .01 .01 .01 .01 .01
35.6000 .01 .01 .01 .01 .01
35.8500 .01 .01 .01 .01 .01
36.1000 I .01 .01 .01 .01 .01
36.3500 1 .01 .01 .01 .01 .01
36.6000 .01 .01 .01 .01 .01
36.8500 1 .01 .01 .01 .01 .01
37.1000 .01 .01 .01 .01 .01
37.3500 I .01 .01 .01 .01 .01
37.6000 I .01 .01 .01 .01 .01
37.8500 I .01 .01 .01 .01 .01
38.1000 I .01 .01 .01 .00 .00
38.3500 I .00 .00 .00 .00 .00
38.6000 I .00 .00 .00 .00 .00
38.8500 1 .00 .00 .00 .00 .00
39.1000 1 .00 .00 .00 .00 .00
39.3500 I .00 .00 .00 .00 .00
39.6000 1 .00 .00 .00 .00 .00
39.8500 1 .00 .00 .00 .00 .00
40.1000 1 .00 .00 .00 .00 .00
40.3500 .00 .00 .00 .00 .00
40.6000 .00 .00 .00 .00 .00
40.8500 .00 .00 .00 .00 .00
41.1000 .00 .00 .00 .00 .00
41.3500 1 .00 .00 .00 .00 .00
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
0

0
Type.... Pond Routed HYG (total out) Page 10.12
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hud5on\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represents
--
- time for
--------- first value in
---------------- each row.
----------
---------i-
41.6000 I -----------
.00 ---------
---
.00 .00 .00 .00
41.8500 I .00 .00 .00 .00 .00
42.1000 I .00 .00 .00 .00 .00
42.3500 I .00 .00 .00 .00 .00
42.6000 I .00 .00 .00 .00 .00
42.8500 I .00 .00 .00 .00 .00
43.1000 I .00 .00
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Diverted Hydrograph Page 10.13
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Is Storm... 1 Tag: 1
DIVERTED HYDROGRAPH...
HYG file =
HYG ID = ROUTE 10
HYG Tag = 1
-----------------------------------
Peak Discharge = 1.81 cfs
Time to Peak = 1.6000 hrs
HYG Volume = .550 ac-ft
-----------------------------------

0
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------
- Time on
---
-
- left represents time for first value in each row.
I
.3000 --
--
--
.00 ---------------
.00 ---------
.00 ----------------
.00 ----------
.02
.5500 I .04 .06 .07 .09 .13
.8000 .25 .40 .57 .74 .90
1.0500 1.06 1.20 1.32 1.43 1.53
1.3000 1.60 1.67 1.72 1.76 1.79
1.5500 I 1.81 1.81 1.81 1.81 1.80
1.8000 1.78 1.76 1.73 1.70 1.67
2.0500 I 1.63 1.60 1.56 1.53 1.49
2.3000 I 1.45 1.41 1.37 1.33 1.30
2.5500 I 1.26 1.22 1.18 1.15 1.11
2.8000 I 1.08 1.04 1.01 .98 .95
3.0500 I .92 .89 .86 .83 .81
3.3000 I .78 .76 .73 .71 .69
3.5500 ( .67 .65 .63 .61 .59
3.8000 .57 .56 .54 .53 .51
4.0500 .50 .48 .47 .46 .45
4.3000 .44 .43 .42 .41 .40
4.5500 .39 .38 .37 .36 .35
4.8000 .34 .34 .33 .32 .32
5.0500 .31 .30 .30 .29 .29
5.3000 .28 .28 .27 .27 .26
5.5500 .26 .25 .25 .25 .24
5.8000 .24 .23 .23 .23 .22
6.0500 .22 .22 .22 .21 .21
6.3000 I .21 .20 .20 .20 .20
6.5500 I .20 .19 .19 .19 .19
6.8000 I .18 .18 .18 .18 .18
7.0500 I .17 .17 .17 .17 .17
7.3000 I .17 .16 .16 .16 .16
7.5500 I .16 .16 .16 .16 .15
7.8000 .15 .15 .15 .15 .15
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
•
0
•
Type.... Diverted Hydrograph Page 10.14
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
-----
-
- Time on
- left represent s time for first value
- in each row.
-
--I
8.0500 I -----
-----
.15 --------------
.15 ----------
.15 -
-----------
.14 -------------
.14
8.3000 I .14 .14 .14 .14 .14
8.5500 I .14 .14 .14 .14 .13
8.8000 13 .13 .13 .13 .13
9.0500 I .13 .13 .13 .13 .13
9.3000 I .13 .13 .13 .12 .12
9.5500 I .12 .12 .12 .12 .12
9.8000 I .12 .12 .12 .12 .12
10.0500 .12 .12 .12 .12 .12
10.3000 1 .11 .11 .11 .11 .11
10.5500 1 .11 .11 .11 .11 .11
10.8000 I .11 .11 .11 .11 .11
11.0500 .11 .11 .11 .11 .11
11.3000 .11 .11 .11 .11 .11
11.5500 .11 .10 .10 .10 .10
11.8000 1 .10 .10 .10 .10 .10
12.0500 .10 .10 .10 .10 .10
12.3000 .10 .10 .10 .10 .10
12.5500 I .10 .10 .10 .10 .10
12.8000 I .10 .10 .10 .10 .10
13.0500 .10 .10 .10 .09 .09
13.3000 .09 .09 .09 .09 .09
13.5500 I .09 .09 .09 .09 .09
13.8000 I .09 .09 .09 .09 .09
14.0500 I .09 .09 .09 .09 .09
14.3000 I .09 .09 .09 .09 .09
14.5500 1 .09 .09 .09 .09 .09
14.8000 I .09 .09 .09 .09 .09
15.0500 I .09 .09 .09 .09 .09
15.3000 I .09 .09 .09 .09 .09
15.5500 I .09 .09 .09 .09 .09
15.8000 I .09 .09 .09 .09 .09
16.0500 .09 .09 .09 .09 .09
16.3000 I .09 .09 .09 .09 .09
16.5500 .09 .09 .09 .09 .09
16.8000 .09 .09 .09 .09 .09
17.0500 1 .09 .09 .09 .09 .09
17.3000 1 .09 .09 .09 .08 .08
17.5500 1 .08 .08 .08 .08 .08
17.8000 .08 .08 .08 .08 .08
18.0500 .08 .08 .08 .08 .08
18.3000 .08 .08 .08 .08 OB
18.5500 .08 .08 .08 .08 .08
18.8000 I .08 .08 .08 .08 .08
19.0500 .08 .08 .08 .08 .08
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Diverted Hydrograph Page 10.15
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
is Storm... 1 Tag: 1
0
i
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represent s time for first value in each row.
---------I-
19.3000 I -----------
.08 --------------
.08 ----------
.08 -------------
.08 -------------
.08
19.5500 I .08 .08 .08 .08 .08
19.8000 I .08 .08 .08 .08 .08
20.0500 I .08 .08 .08 .08 .08
20.3000 I .08 .08 .08 .08 .08
20.5500 I .07 .07 .07 .07 .07
20.8000 I .07 .07 .07 .07 .07
21.0500 I .07 .07 .07 .07 .07
21.3000 I .07 .07 .07 .07 .07
21.5500 I .07 .07 .07 .07 .07
21.8000 I .07 .07 .07 .07 .07
22.0500 I .07 .07 .07 .07 .07
22.3000 .07 .07 .07 .07 .07
22.5500 I .07 .07 .07 .07 .07
22.8000 I .07 .07 .06 .06 .06
23.0500 I .06 .06 .06 .06 .06
23.3000 I .06 .06 .06 .06 .06
23.5500 1 .06 .06 .06 .06 .06
23.8000 I .06 .06 .06 .06 .06
24.0500 1 .06 .06 .06 .06 .06
24.3000 I .06 .06 .06 .06 .06
24.5500 I .06 .06 .06 .06 .06
24.8000 I .06 .06 .06 .06 .06
25.0500 I .05 .05 .05 .05 .05
25.3000 I .05 .05 .05 .05 .05
25.5500 I .05 .05 .05 .05 .05
25.8000 I .05 .05 .05 .05 .05
26.0500 I .05 .05 .05 .05 .05
26.3000 I .05 .05 .05 .05 .05
26.5500 I .05 .05 .05 .05 .05
26.8000 I .05 .05 .05 .05 .05
27.0500 I .04 .04 .04 .04 .04
27.3000 I .04 .04 .04 .04 .04
27.5500 I .04 .04 .04 .04 .04
27.8000 I .04 .04 .04 .04 .04
28.0500 I .04 .04 .04 .04 .04
28.3000 I .04 .04 .04 .04 .04
28.5500 I .04 .04 .04 .04 .04
28.8000 .04 .04 .04 .04 .04
29.0500 .04 .04 .03 .03 .03
29.3000 .03 .03 .03 .03 .03
29.5500 I .03 .03 .03 .03 .03
29.8000 I .03 .03 .03 .03 .03
30.0500 I .03 .03 .03 .03 .03
30.3000 I .03 .03 .03 .03 .03
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Type.... Diverted Hydrograph Page 10.16
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
• Storm... 1 Tag: 1

•
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0500 hrs
hrs I Time on left represent s time for first value in each
-
- row.
-
---
--------- I-
30.5500 -----------
.03 --------------
.03 ----------
.03 ----------------
---
.03 -
.03
30.8000 I .03 .03 .03 .03 .03
31.0500 .03 .03 .02 .02 .02
31.3000 .02 .02 .02 .02 .02
31.5500 I .02 .02 .02 .02 .02
31.8000 I .02 .02 .02 .02 .02
32.0500 I .02 .02 .02 .02 .02
32.3000 I .02 .02 .02 .02 .02
32.5500 I .02 .02 .02 .02 .02
32.8000 I .02 .01 .01 .01 .01
33.0500 I .01 .01 .01 .01 .01
33.3000 I .01 .01 .01 .01 .01
33.5500 I .01 .01 .01 .01 .01
33.8000 I .01 .01 .01 .01 .01
34.0500 I .01 .01 .01 .01 .01
34.3000 .01 .01 .01 .01 .01
34.5500 .01 .01 .01 .01 .01
34.8000 I .01 .01 .01 .01 .01
35.0500 I .01 .01 .01 .01 .01
35.3000 I .01 .01 .01 .01 .01
35.5500 .01 .01 .01 .01 .01
35.8000 .01 .01 .01 .01 .01
36.0500 .01 .01 .01 .01 .01
36.3000 .01 .01 .01 .01 .01
36.5500 .01 .01 .01 .01 .01
36.8000 .01 .01 .01 .01 .01
37.0500 .01 .01 .01 .01 .01
37.3000 .01 .01 .01 .01 .01
37.5500 .01 .01 .01 .01 .01
37.8000 .01 .01 .01 .01 .01
38.0500 .01 .01 .01 .01 .00
38.3000 I .00 .00 .00 .00 .00
38.5500 .00 .00 .00 .00 .00
38.8000 .00 .00 .00 .00 .00
39.0500 .00 .00 .00 .00 .00
39.3000 .00 .00 .00 .00 .00
39.5500 I .00 .00 .00 .00 .00
39.8000 I .00 .00 .00 .00 .00
40.0500 I .00 .00 .00 .00 .00
40.3000 I .00 .00 .00 .00 .00
40.5500 I .00 .00 .00 .00 .00
40.8000 .00 .00 .00 .00 .00
41.0500 1 .00 .00 .00 .00 .00
41.3000 .00 .00 .00 .00 .00
41.5500 1 .00 .00 .00 .00 .00
SIN: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:47 AM 12/2/2005
Type.... Diverted Hydrograph Page 10.17
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P800-899\P809-Hudson\P809-HUDSON WETLAND-10yr.ppw
r?
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value
-
---
----- in each row.
-------------
---------I-
41.8000 -----------
.00 ---------------
.00 ---------
.00 --
-
-
.00 .00
42.0500 .00 .00 .00 .00 .00
42.3000 .00 .00 .00 .00 .00
42.5500 .00 .00 .00 .00 .00
42.8000 I .00 .00 .00 .00 .00
43.0500 I .00 .00 .00
•

SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
Appendix A
•
Index of Starting Page Numbers for ID Names
----- H -----
HYD QUEUE 10 1... 4.01
•
•
----- O -----
OUT 10 1... 5.01
Outlet 1... 9.01, 9.04, 9.13
----- P -----
POND 10... 8.01, 10.01
POND 10 IN 1... 10.03
POND 10 OUT 1... 6.01, 7.01,
10.07, 10.08
----- R -----
ROUTE 10 1... 10.13
A-1
----- W -----
WARNING... 1.01
Watershed... 2.01, 3.01, 3.02, 3.03
SIN: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:47 AM
Malpass & Associates
12/2/2005
•
SUMMARY
•
•
Summary
The stormwater facilities are designed using the Best Management Practices
(BV) to collect the runoff from the 1-year 24-hour storm and prevent the post
development runoff peak flow rate from exceeding the pre development rate. In addition,
the BMPs are designed to meet the Tar-Pamlico nutrient loading reduction goals. The
specific BMPs used for this site are a wet detention pond and wetlands area in sequence.
The predevelopment peak runoff flow for the Hudson site is 3.15 cfs with a time
to peak of 70 minutes. The proposed site plan has an undetained peak runoff rate of 1.18
cfs and the peak release rate of the stormwater facilities is 0.90 cfs for a total runoff of
2.08 cfs, which is acceptable for peak flow mitigation.
In addition to detaining the 1-year storm the facilities are designed to detain the
10-year storm. The peak release rate of the facilities is 1.81 cfs during the 10-year event.
The site's BMPs are designed to capture the runoff from a V storm event. This
runoff is then slowly released in accordance with the guidelines established in
Stormwater Best Management Practices handbook published by the North Carolina
Department of Environment and Natural Resources Division of Water Quality Water
Quality Section in April of 1999.
The site's nutrient loading before the introduction of BMPs is 7.29 lb/ac/yr total
• nitrogen (TN) and 0.901b/ac/yr total phosphorus (TP). The reduced loading is 4.00
lb/ac/yr TN and 0.35 lb/ac/yr TP. These levels meet the nutrient loading goals for the
Tar-Pamlico river basin.
0
CJ
STORMWATER
? MANAGEMENT
MAP
0
DSM
FHARMACEUTICALS, INC.
OIi 1181, PG 770
~ IU
PITT COUNTY DRAINAGE TRASH RACK INSTALLED ON TOP OF RISER
D]STAICT tt 4 40' FROM NORTHS[DE (#4 BARS
40' FRCM SOUTHS[DE 4" O.C. EACH WAYI
r- _ ~ -r - - - \ ~ 18 "CMP
\
x',40' e a° 0~ ~ ~
, ~ ' ~ ~ , _ _ ....'m - - - -TOP
~q + .r~+-~"'~pF CANAL `a - - STOP OF BANK ~'J ,4` w i- ,°t. \ _ _ _ - - - a , 'y TOP 21.00
\ ~ . - ~ RIPARIAN BIFFER ` - _ ~ ~ N 89'23'36 E 131, i! ~.w_ ~ ~ ~ ~ ~
_ , R ~ 1, S 86'31 03'E 9f.15' N BY16 13 E 90• ~ nE cANAI - _ _ .a.._. ~ l 4
+ x ~`e • : 1 .4 ; yp. s ` ~ . < r....,,i P - - _ - - - -~-''r-x fit, 43 E IZ \ ~"f
-r ~ _ . _ - - -.m ~ - ° ~ b ~ 1? 1.41 ~ ~ ~ FILL RISER WITH
_ _ ' O 23. ~ .~3-~ =TOP of eANK of BANAL - \ ,~Ot i ? av - ~ ~ ~ _ 1 , _ ~ ar: -a~..„ ~ 3000 PSI CONCRETE
ti INV 18.7. `t ' ' , `0, '~;z ~ CgNAI A~=?* _ ` • ~ UP TO INVERT OF r"~ 15 "CMP
;4
y,
~ < ~ 15 CMP „ ~ ~ NORMAL WATER INVERT 15 CMP
/8. ~ `tt ` ~ LEVEL 19.00 19.00
. ~ ~ `,,y ?4.2? + \ ^e" ~ 1 ~w "O~SILT FENCE ~ 1~' SILT FENCE : ~ SILT FENCE - ~TYP.- ~ ~ ~
i ~ ~ ~ i ~ y ~ + 2~ `'a # ~
~ ~ ~ ~ J p ~ '
. 1 ~ 7~. SILT FENCE! ROCK SILT J--___- ' 3-;;~ -_n S ~ ~ ~1 SILT FENCE l~ ~ \ 1. D ° ° \ TYP. r ~ ~ ~ / ~j
_ t d,. CHECK DAM ~ - _ 1p L ~ TYP.~~- 5 35 i +f~ a a • ° • ~ . / „ 11 . °
` •~~k~LD ~ 53`S9 - TOP OF BANK OF DETENTION AREA 23.53 23,47 L¢t'~ P3.56 z 5.~ ~ 6 CAP W/ 18 • ~ ° / ~j u ° ' ' . • 0.875 DIR. H ~ .
1 r T' - 21 - t r ~ i 24 ~ / d OLE ~ / a •a
I/ 157 ~ ~P ~ = s ' ~ x 44b60 21.10 11.10_ ~ ~f. d • ^ . , ~ /f • • • •
~ (SEE DETAIL ON SHEET 4) w Ya
/ c /151 (T51. • ~ t ~ ° • , ° J+c ' . , • .
4.s 2 ~ 00 RI.IO J ~ pW' FUTURE z:.~? p ~ 's . ' ~ ~1~ ° •
a BOAT MANUFACTURING BOAT MANUFACTURING ~ ~,~.2~.a 013 t3 • GRATE 24.00 ? A • • ° ~ • . •
/ ~ / FACILITY FACILITY s INV 21.75 titi ° PROPOSED x [LT FENCE PHASE 1 cLti ° a _ A•
TYP. 7,500 SF 5,625 SF GRAVEL ~ ' ° STORY1fATER WETLAND m OFFICE%s, ~ PARKING LOT ti~ 1 ° • , ~ . ° n ° • , ~ , d
~ PERMANENT POOL SURFACE _ ~ ~ FUIIIE PNASE 1 1,875 SF W• ~s;`. ~,ti m % AREA 4.890 SF / ° ~4, • ~V Il 6 3000 PSI ~
DIhENT BASIN DURING CONSTRUCTION. / e ~ ELEVATION .19.00 ~ - ~ ~ ~ 1 ~ICN STANDARDS UPON COM'LETION Df CONSTRUCTION. / ~ 4 ~ % ~ fJ~ ~ r T51 t h 1 ~ ti CONCRETE PAD ~
~ 131r ` o' d 7s ~._,rt! 28.00 28.00 ss. s 1 zs. Q ~
, ~ ~ ~n ~ _ - TS1 ~ >MTSI e`' INIAVEL ` ~ WASTE / ~ 41 ~ ti i __n.u,__- 2s. ~ PARKING LOT ~ f . W,y
. ~DUSTRIES INC. / ~ 16 ~ - E0/ ,
~ . 11 0 3 ~ ~ ~ 0 ~ 45.10x . ' x ~ xE0 DH 1018, FG E8 ~ ~ 3 1 , ~ YI.10 ELEVATION VIEW
' 1 ° EO ,TDP ~ ~ x .10' IU ~ ! ~ vl 0 ss.so • ` s5.5o zsso ~ , s5ao - ~
~ ' 0 0 PARKING LOT ' 9 • PARKING LOT , 45.10 '43. 0 ~ \ , , F~1TIIRE q' p p x GRAVEL DI 2 1~
^S 0 p 6 THICK• DI 1 p PARKING LOT v 0 f2 6 TH[C ~ 1 p 0 ~ AItEJ' 4 Lf :`GRATE 25.OD I{ CRATE 24 7D +~r .64 DEtENSI 18 RCp 1 ' CONCREJ~ • ~ ` N ]NV 21.10 ~ • , CONCRETE .8 LLAADS N 1NY 21.51 ~a>
~0 ~ gA11K ~ CLASS 'B AIP RAP W 0.302 /FE$ E INV 21.15 9 PA120 LF 15" RCP Q 0.30'A N INV 21.56 ° r ~ T(p ENGTH...,..... FEET ~
mr N[DTH AT PIPE...4.5 FEET ~ p ' 1° 6B 1 /WIDTH AT END...10.5 FEET . p \ 6B
ti m/ SILT FENCE STONE DEPTH....14 INCHES x 26. ^ ,EI`~~"°b • ~ ' ,,GTYP. roes....,.. ...6.5 , • ~ ltpp•' ' . S~' Eo,>'"~°"`~`4s.5o SERVICES SERVICES
~ ~ w~ GRAVEL ' • 25.10 ' v , v . _ a cSt~ 2s.5o DEVEL€1pMENT C( PARKING LDr ° ' ° p • , ti r's~'~ ~ ~ F ` ATTN~ TAX DEPART VEL~PMENT t;CRP
o e S~ ~ NCE Dl 4 q 1Q • • p T51 • .10 FUII~ 11111E 1 jC~lt~pl~' .20 ~ ~ 45.40 GRATE 24.40 45.5! 11:1 li.10 . - , 46. ~ F-~ ~,a` - . J ' ~TA~ ~EPART~E~
~c ' GRAVEL N INV 20.12• E/ 45.64 D ~ 1 ~ ~ lC 2; DB 238, PG 249 e~ PARKING LOT N [N4 20.77 45.64 1J~ p 1p 46.06 OB 238, PG 243
~ 40.71 EKtST1NG C8 ° D . ~ "46.10 10 HAD 25.5 I~,1 ~ 45 EO E//lOT 131' 20.54 . 4 • ; T 2~,4a;,- IL1
Fr ~ _ - " - 46. 46.12 ~ ~ rA~ • ~ ~ x ~ 1 EI . , ~ \
~ ' . ~ ~ • .52 > E9 a. ~ PARK ACE LOT ?4.45 / Q ~3 ~ ~ 1, ~ `o + G 46.10 ° `x46.52. /46.60 45.10 28.
` EO ~ ~ . , ~ ` . N 26.42 26.10 / ~ ti. ~ ~ STORMWATER PLAN NOTES
" 46.21 ~ ~5 , ~ T51 i \ i
GRAVEL e6 . • 26. 151 R = 55.00' ! DRIVEWAY EO TpF, M9 , • • 1~ j ~ • K'~' gy'p' 1 E6 D = 129 15 Z5 (LTI ;d / / '~5 1 ~ r
/ E/ / TSI 26.90 6, caN~ x ~ ;46.q . PACF 45.10 L = 124.08 ' 11 PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE
25. . p' x. X S 1 2 = a CN = S 52' S3' 48 ` W ~ ~ %.21.40 21.5: t/.p FLE ~ ~ I [ 5 ~ ~g40 CH FF E/ 99.39 i4;AATE 25.00 :yl,p 19125 F EA .46. i SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. ND CDNST- WETLAND V E G E T A T ION RE UIREMENTS RUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND
~E INV 21.06 RE p~0 S 28.8 DI B ~ / S INV 21.11 j ~ FVT~ CFiS 1 ~ ~ ~ GRATE 24.50 THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE
F !21.10 OFFI 4t. ~ , 151 EO N INV 22.25 . 1 1 EOII ,50 26.10 ~ GRAVEL 2~u2 PERMITTING AUTHORITIES. SEEDING OF WETLAND AREA SHALL BE ACCOMPLISHED USING SEED MIXES FROM
~ 45. o ~ ~ f DRIVEN ~ ~ ® jj ~ o ~ / lfNl s 2) THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED JFNEW NURSERY IWWW.JFNEWNURSERY.COM) AND IN COMPLIANCE WITH THEIR
~ r e ~ !i. ~ TI , ~ ~ ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CON- RECOMMENDATIONS FOR SITE PREPARATION AND PLANTING. (ANY SUBSTITUTIONS MUST TRACTORS FULL RESPONSIBILITY TD CONTACT THE VARIOUS UTILITY COMPANIES TO BE APPROVED BY ENGINEER)
~ ~ ~ LOCATE THEIR FACILITIES PR10R TO STARTING CONSTRUCTION. NO ADDITIONAL COMP-
/ ~ EI , \ ENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE
/z / x ~ ~ i ' GRAVEL ~ ` ~ ;i ~(r ~ J I~ FACILITIES CAUSED BY HIS WORK FORCE.
6 , t ~ >IEIL9m..96E9 SEED MIX ~ 3) ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER PERMANENT POa 119' d BELOWI EMERGENT WETLAND OF ANY DISCREPANCES PRIOR TO PROCEEDING W[TH CONSTRUCTION FOR NECESSARY ALL OTHER AREAS SEE SCHEDULE JAN 2
m` / ; EO ~ DI 7 f ' . p g06~91 ~AiN~v ii:ie ~ ~ ~ DI6 w 1 1 PLAN OR GRADE CHANGES. 7 2006
~ / ~ ~ CRATE 25.00 ; , ,8.15 CB E INV 21.81 jr,~ t ~ N INV 21.30-~.$<.. 1 ,t ~ 1 4) ALL CONCRETE SHALL HAVE MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS DENR•WATERgUgL11~
INV 21. ~ 't 2 A 111 1 UNLESS OTHERW]SE NOTED ON THE PLANS DETAILS AND/OR SOILS REPORT. ~'?DSANDSTORl~ya ~ , TER BRA~GI~
l,~ /t, ' ~ 1~ ~ ~ ~ ~ 1 6) SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT
~ • fl , 1 - 1 ERISTING TO RESTRAIN EROSION fOR ALL SLOPES WITHIN 15 WORKING DAYS OF COMPLETION OF
, / ~ ~ PARKING LOT ~~O a~ ~ / EXIS 1 PARR INO LOT ANY PHASE OF GRADING. WETLAND M A I N T E N A N CE SCHEDULE
/ IVENA ~1 ~ ~ 1i i 7) CONTRACTOR MUST NOTIFY ONE CALL CENTER INC ONE CALL) AT 1-80032-4949 A MINIMUM
~ 9 1 9A c OF 48 HOURS PRIOR TO THE START OF ANY EXCAVATION ACTIVITIES TO HAVE THE UNDERGROUND UTILITIES LOCATED. DESCRIPTIOlJ METH
~ tl,, ~ ~ ~ ~ 1 \ ~ ~1 ~ d OD FREQUENCY TIME OF YEAR ACTI011
RALPH ,~I 1 1 / ~ 1 ~ ~ CANADY d 8) AN APPROVED EROSION CONTROL PLAN Wlll BE REQUIRED PR10R TO CONSTRUCTION. CLEAR INLET/OUTLET OF TRASH BY HAND AFTER EVERY STORM EVENT CONTINUS~ISLY REMOVE TRASH
~ ty ~:1 ~ nr, ear nr nan / ~ ~t 1 ~ , y 1 I 9) CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES STABILITY OF SLOPES/EROSION VISUAL MONTHLY MONTHLY RESEED
ON A WEEKLY BASIS AND AFTER EACH RUNOFF PRODUCING EVENT. FAILURE TO KEEP CHECK SEDIMENT LEVEL IN DEEP POOLS VISUAL SEMI-ANNUALLY MARCH/SEPTEI~ER REMOVE EXCESS
SEED BED PREPARATION EROSION CONTROL DEVICES [N GOOD WORKING ORDER MAY RESULT [N ISSUANCE OF DRAW DOWN T[ME OF APPROXIMATELY 48 HOURS VISUAL A STOPWORK ORDER OR C[V1L PENALTIES UP TO $5000.00 PER DAY OF VIOLATION. SEMI-ANNUALLY MARCH/SEPTEMBER NOTIFY ENGINEER
23.
~ F LIME 2 TONS/AC. i ~ 10-10-20 . - - 1.000 LBS. /AC. TONS/AC. 10) THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL _BS./AC. MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. REVISIONS
_ I 0 20 0 500 LBS./AC. _BS./AC.
_ _ --I ; j" ~ STRAW MULCH 2 TONS/AC. - - ---i- ! ! ~ - (AFTER SEEDING) TONS/AC. 11) TOPOGRAPHIC SURVEY PROVIDED BY PARKER AND ASSOCIATES LANG SURVEYING. BY N0. DATE DESCRIPTION iEEDING) KCW 1 12/06/05 COMMENTS FROM CITY
21. ? ASPHALT TACK 200 GAL./TON SAL./TON 12) STORMWATER DETENTION AND NUTRIENT REMOVAL IS THROUGH A SERIES OF BMPS JEM 2 01/05/06 BMP CONFIGURATION
OF MULCH ~ ~----j----- )F MULCH LOCATED ALONG THE REAR OF THE LOT JEM 3 01/24/06 BMP CONFIGURATION
( ' ~ , , t ~ ~ -*---j----- , a SEEDING MIXTURE 13) NO LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE
i - - . 1 g, ~ ~ NORMAL POOL WATER SURFACE ELEVATION 19.0 (FEBRURARY 1 -AUGUST 301 EROSION CONTROL MEASURES MAY PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE CITY OF GREENVILLE.
w ~ ~ I i _ _ j i ~ 9.__ _ ~ _ TALL FESCUE 50 LBS. /AC. 1 LBS./AC.
~ ~ ~ i PENSACOLA BAHIAGRASS 10 LBS./AC. LBS./AC. 14) SCHEDULING OF APRE-CONSTRUCTION CONFERENCE W[TH THE EROSION CONTROL
' ' ~ ~ ~ _ ' ~ KOREAN OR KOBE LESPEDEZA (SCAR IFIEDI 50 LBS./AC. I ~ ~ --r ! t LBS./AC. INSPECTOR [S REQUIRED PR10R TO INITIATING LAND DISTURBING ACTIVITIES. FOR INSPECTION CALL 1252) 329-4461. 24 HOUR NOTICE 1S REQUIRED.
17. ! ~ ~ (MAY 1 AUGUST 31l
______I _ t I__ i i TALL FESCUE 50 LBS./AC. ; _ WEEPING LOVEGRASS LBS./AC. 15) MAINTENANCE OF THE BIr~S W[LL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL LBS. /AC. COMPLETION Of ALL PHASES OF CONSTRUCTION. THE BMPS SHALL BE CLEAN AND IN FULL S T 0 R M W A T E R P L A N
j-.~-___s.____~__ ~ _ Ems.. 5 LBS. /AC. _ ! ? ~ I ~ KOREAN OR KOBE LESPEDEZA (SCARIFIED) 50 LBS./AC. LBS./AC. WORKING CONDITION AT THE TIME OF MAINTENANCE RESPONSIBILITY TRANSFER TO THE OWNER.
{ [ I j {i~"-~~ ~"3 `yam BROWNTOP MILLET 25 LBS./AC. LBS. /AC. 16l WETLANDS ARE VALUABLE NATURAL RESOURCES THAT PROVIDE
1 ! i ~ i ~ - • .00 (SEPTEMBER 1 JANUARY 311 IMPORTANT ECOLOGICAL FUNCTIONS BE ADVISED THAT ACTIVITIES [N UNITED INDUSTRIAL PARK, SECTION 2 LOT 5B
TALL FESCUE 60 LBS./AC. LBS./AC. WETLANDS ARE REGULATED BY THE FEDERAL GOVERNMENT UNDER
KOREAN OR KOBE LESPEDEZA IUNSCARIFIEDI 60 LBS./AC. WETLANDS SECTION A A P~Of1LE RYE (GRAIN) 25 LBS./AC. _BS./AC. SECTION 404 OF THE CLEAN WATER ACT. JURISDICTIONAL WETLANDS _BS./AC. MAY INCLUDE THE PINE-SHRUB POCOSINS THAT ARE C014MON 1N THIS ~~~pllUll~l~~
REGION. [F ANY PRIVATE LANDOWNER. DEVELOPERI CORPORATION, ~ ~/i/~ GREENVILLE GREENVILLE TWSP. PITT CO. NORTH CAROLINA ~N...AR OR OTHER PERSON PROPOSES TO UNDERTAKE CONSTRUCTION/FILLING ~ '•••.Q
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC. SERICEA LESPEDEZA AND 15 LBS. WEEPING LOVEGRASS. :SPEDEZA ACTIVITIES IN OR NEAR A LAKE a 0•' ~t ~i OWNER JAMES H. HUDSON STREAM CREEK TRIBUTARY OR ANY ~ Q ~ DESIGNED WKM
UNNAMED BDDY OF WATER INCLUDING ITS ADJACENT WETLANDS. : r Q` FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE ~ f ~
$~L = ADDRESS PO BOX 20601 US ARMY CORPS OF ENGINEERS PRIOR TO COMMENCEMENT OF SUCH = GREENVILLE NC 27858 DRAWN WCO
LAND DISTURBING ACTfY[T[ES. PLEASE CONTACT MR. RALEIGH BLAND. PE 1683 . , FIELD COORD[NATORI WASH[NGTON~ NORTH CAROLINA CORPS OF e ~ •r~~ PHONE [phone]
nrrn ~ . i n n .ter-. ~
5EEUIINU ~)UHLUULE ENGINEERS REGULATORY FIELD OFFICE TELEPHONE [phone] OR cftlm r;• Arrmuvtu; wrlm
[phone] FOR A WETLAND DETERMINATION AND INFORMATIONV ' qy `1p~ REGARDING SPECIFIC PERMIT REQUIREMENTS. M A L P
30 15 0 30 60 / a ASS & ASSOCIATES DATE' 09/30/05
17) THE CITY ENGINEER RESERVES THE RIGHT TO REOUIRE ADDITIONAL SEEDING AND/OR 1645 EAST ARLINGTON BLVD. PLANTING SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. SUITE D SCALE: 1 30'
GRAPHIC SCALE I,= 30' GREENVILLE, N.C. 27834
WILLIAM K. MALPASS, P.E. 16823 [phone] SHEET 4 OF 7
M:*dgn*p800-p899*P809 - UNITED INDUSTRIAL PARK, JAMES HUDSON*p809con.dgn
3:46:25 PM 1/25/2006

i
83,1
F i S _ _
e~~ ~ 80. } F,..._. _ a
~ ~ ~ ~:rye. MAINTENANCE SCHEDULE ~ t ~ ~ ~ -_L___.'
i t 1-,--.~
i 4..~~_ ~ ! ~ _ ~ ~ w DESCRIPTION YETNOD FIEOUENCY rv , , nrE aF YEAR Acrla - ~ CLEAR INLET/OUTLET OF TRASH BY HAND AFTER EVEAY STORM EVENT
_.._Iw._.• ~ er, ~ ~ CONTINUSOUSLY REMOVE TRASH r 76. ' i STABILITY OF SLOES/EROSIOI Y[SUAL MONTHLY CONTINUSOUSLY RESEED
' ~ ~ R-SUA'Fd6£~E4J:V b.3---- CHECK MULCH COVER VISUAL M(MTHIY CpIT1NUS0USLY REIAILCH r , ._.7.. .1,..
,L_ ~ ~ __~a- CpIDITION OF VEGETATION VISUAL SEMI-ANIAIALLY APRIL 6 NOVEMBER REPLANT AS NEEDED _ ~ . ~ a.T -
T~ _ _i • .1ST
SECTlGW A~1 (BIGI?fTENTIGMII
BIORETENTION VEGETATION 24" 1+\ ~
TOTAL HIORETENTION AREA - 0.18 ACRES ~ ~ ~ rx
TOP OF GRATE 75.30? r • ~ ~F ~ \ r
RE UIREMENTS ~ ! ~
~ c
~ ~ LARGE TREES ~o PO .-T-. ~ d
SHRUBS 60 60 - L - r ~ Y 050 0~ ~ f'~>
I~dL.SffJ6 ~II~Q !G?I!L - r -1 TREES AND SHRI~S NITHIN BIORETENTION 80 8D _ L _ J ~ ~~a ~ e~oaa~ e~. ~ ~s ~ \ ~ - ~ ~
I ExrsrrNC ~ 2aEp5 ° \ ~C" ~
-r-T 20 DRAINAGE ~ ~ ~ , EAS ANT ~ ;,jDi
DES -1- CRIPTION ~ \ o ,h \ e ~ ~ ~ ' ! \Y
B10RETENTION BOTTOM 73.80 -i_ I TREES 1 ` n. ' F !
CODE OTY Cp101 NNE SCIENFIFIC NNE , r _i_ r ~ . ~ . ~...c•..e . ` .
AM 7 RED MAPLE ACER Rl6RUM , 15~ RCP AC T EASTERN AEA CEDER JUNIPEAUS VIAO[NIANA = 7--t111~ 13.00 lrMrn u~ BJSnr~A~ ~ ~ r ~
NO 6 N]LLON OAK OIIERCUS PHELLOS • ' ~ . . • r , k' ~-vs t
TOTAL 20 v p r v h' • r r 'r ~ J_..,.., I r~ ate" ~ -o ~ sr a ~
SHRUH9 r ~ ~ • r ~ F'~ 4,, ZRCS .A../ f ;r c 15.3... v4~y', x ~ ,y+ yD ti ..r RC. RCP 1NV 13.00 2 `
v p r v p ~ CODE Ol"I COYI01 NNE SCIENT1FiC NAIE r r ./fir ~ ~ lr)+ ^ ~ ~ BG V dt ~
IB 15 INK BERRY ]LEK GLABAA • • • , . • ~ , t.
NM 20 SOUTHERN NAK MYRTLE MYRICA CERIFEAA ' ~ ~ ~ • ~ • ~ ? ' ' AN 15 ARRON-NOOD YIBURIAAI DENTATUM v ' p ' , v • p ' v • p ~ v , p r , ~hr j Ml~ ~ B/Q9ETEA?IdY AREI r, fr f'
• r r ' r r CJ 10 COllpl JUNIPER JUNIPERUS COMMUNIS 'COMPRESSA' ' • r • • ' ~ • • • ~ . . • ~ , ' ~!•J~ ~ , ~ JrJ RM a," r r Z B~ ~ ~ ~
IOTM. 60 ~J 4 RcSk•~ ' i, r ~ f~ / n t'r L ~ ~ ~
,crti . y ~
~ . ~ , ~ ~ ~ ~ ~ STORMWATER PLAN NOTES ~'ti ~ %~RM ~ s°°~ ~ 1 ° ` t ~MOS r~ j~~ ~J NARDAIXb AIYLCR TH \ , r''
•y~i~ ~ M~'..... n r!! B10Rf1ENTIQVAREAROV1CIfWT ~j,~,~•,r'`" W ' Nu 1E: •r `'*.RM~ \ f ;x 1> PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE
ELEVATION VIEW ilir • ~ C' ~ SURE THAT ALL AEDU ,~`d IRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO C L 4b }RM~r `1~R~ ~ ONST-
J ~R 1 RUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIV (Kl ~ k~ L• y C) Gi ~ ~ ~ THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OD AND "A ~ ° ~ ~ PERMITTIN THE G AUTHORITIES.
E ~ 2> THE LOCATIONS OF UNDERGROUND fACILIT IES SHOWN ON THESE PLANS ARE BASED
~ 4 LF 15' RCP eD.33X 6" ~ ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CON- a' \ TRACTORS FULL RESPON
L! S[BILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO I""° 4 ~~"".r LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADD]TIONAL COMP- X , ENSATION SHALL BE PAID T 0 THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE
DfEP POA fA 'm' T4 .50 ~ S \ J ~ FACIL]TIES CAUSED BY HIS WORK FORCE. NATER SURFACE fLEV 7 .30 ~ TS 1 7 EfD TN15 AREA N1lH "
1 p,l r CE 1 . D "fAER6ENT kERAAro NIX 31 ALL DIMENSIONS AND GRADES SHOWN ON THE P LANS SHALL BE FIELD VERIFIED BY THE N / I CONTRACTOR PRIOR TO CONSTRUCT[
' ~ SEED ON CONTRACTOR REMAINDER OF NEILAAb SHALL NOTIFY THE ENGINEER Slg N1616lIpIlp'n.9 NITH 'NEIlAND EDGE MIX' fTD 76.0'1 ~ OF ANY DISCREPANCES PRIOR TO PROCEEDING WITH CONSTRUCTION FDR NECESSARY ~ I PLA
ir•rao ~ ~ NOR GRADE CHANG . ~ uram ~ ES r- \ ~ ~ I 4) ALL CONCRETE SHALL HAVE MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 2B DAYS
81.2 SNALLON lEA`AA~~EA UN CDNNFCTI DfEP PDlIS.. las. ~ LESS OTHERW]SE NOTED ON THE PLANS. DETAILS AND/OR SOILS
~ T9 ] --'-r~-_' .L_.. 1 _.t._...... _ ~__.W., . NATER SURFA fLfV 73.90 a"' ~ ~ TAYLOR'S CREEK REPORT. a~...r I INVESTMENT CO. ~ 61 SEED OR OTHERWISE PROVIDE GROUND COVER DEVI CES OR STRUCTURES SUFFICIENT
P 1 t a. ~s „vw ~.ve - -..f._.... 1 _ _ _ i T8. r ~ ~ _....~_._,-x. _ r i ! ~ ~ ~ ~ n I DBINJ,PG b0 TO RESTRAIN EROSION FOR ALL SLOPES WITHIN 15 WORKING DAYS OF COMPLETION OF d - na~r ~ i SIG91AWA1ER IEIIMOS AAE'A ~ ANY PHASE OF GRAD]NG. ~ $ GBWBBIL
- - ~ a...._..._ . _ ~ L ~ - °~""4' ~ a COIOIBRCIIL SHALLDN 1AAb AREA_s ~ 1) CONTRACTOR MUST NOTIFY ONE CALL CENTER f - - NC ONE CALU AT 1 800 632-4949 A MINIMUM lAWYdVDATE DURING DfSICN Si~N ro OF 48 HOURS PA[OR TO THE START OF ANY EXCAVATIDN AVTIVITIES TO HAVE THE
i M _ ..,6 _.r~ ~ F[ I ~ UNDERGROUND UTILIT tiµ~ IES LOCATED.
` 1 a _ L. ~_..,_.._1.e_... . r ~ TB. , ~ ~ _ _..~_~.w^W--_ ~ ~ _ _ k.... y_.~ ~ ~ --~•---DESIGN STORM MAZER SURFACE ELEV 75.0--.-- , ' ~ ~ 81 A N APPROVED EROSION CONTROL PLAN WILL BE REQUIRED PR10R TO CONSTRUCTION. . -.t--- m
- _ v_ UP AN; Ak145,2r- - d _ DEEP PDIr AREAS 91 CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES NDT IAW(NJ"~. C :~IH., ~ ,..3...4 5?Cr~~ m , _ ' . ~.~.M LTYP.1
_ .e. ~ i --DESIGN STQRM MATER SURFACE ELEV 15.0----- -.--...3 ~ MQ4ANL POGI MATER S(1RFACE fLEVA11gV 7J.9 1 ~ "~m ~i"~ f ~ ON A WEEKLY BASIS AND AFTER EACH RUNOFF PRDDUCING EVENT. FAILURE TO KEEP ~ EROSION CONTROL DEVICES 1N G000 WORKING " ` ~ ORDER MAY RESULT IN ISSUANCE OF
_ _ s j__. _ __.M. ~ ~ I A STOPWORK ORDER OR CIVIL PENALTIES UP TO $500.00 PER DAY OF VIOLATION.
, r - _ _._3 TA ~ " ~ ":NORMAL PaC MATER SURFACE fL£VATION 13.9._. + ~ _ _ _ , _ _.i 16 g~ 1 10) THE CO ! I I LINTY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL
~ T~ ~ ~ _ r .~a_... , f _.E ~ , -_~G_. .~<,29 0 MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. I 111 TOPOGRAPHIC SURVEY PR 8! I OVIDED 8Y PARKER AND ASSOCIATES LAND SURVEYING.
I___.V.._. ~ _ TB ~ 121 I STORMWATER DETENTION AND NUTRIENT REMOVAL [S THROUGH A SERIES OF BMPS
~ ~n~os ~~E T~• ~ .1sT 76 ~ --°•°-~~-.,1 ~ LOCATED ALONG THE REAR OF THE LOT . ~ 0~
14 - I 13) NO LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INST ALL APPROPRIATE ~ 2.5 V 74.00' '1-~ ~ p 1 EROSION CONTROL MEASURES MAY PROCEED UNTIL EROSION CONTROL MEASURES
SECTIpY 8-B fIERANOSI 12 1 : 1~ T5W.00 ! I ~C ARE INSPECTED AND APPROVED BY PITT COUNTY. ~ 11 .,j
SECTION A 141 SCHEDULING OF APRE-CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL 69 INSPECTOR 15 REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. FOR
~ INSPECTION CA 6'F36'RCP?iX fES I, IEiQETfNT10NPGMD LL (2521 902-3250. 24 HOUR NOTICE IS REQUIRED.
PERANAfA7 J'DLC L7.fVATlAY lI.DO 151 MAINTENANCE OF THE BMPS WIL L BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL °o COMPLETION OF ALL PHASES OF CONSTRUCTION. THE BMPS SHALL BE CLEAN AND 1
STGCK Y RD LIGHTS N FULL LTYPI 1 4. WORKING CONDITION AT THE TIME OF MAINTENANCE RESPONSIBILITY TRANSFER TO THE OWNER. i
24" 161 WETLANDS ARE VALUABLE NATURAL RESOURCES THAT PROVIDE CLASS "B" AIP AAP IMPORTANT ECOLOGICAL FUNCTIONS BE ADVISE
TOP OF GRATE 76.5 D THAT ACTIVITIES IN ~ LENGTH.......,.20 FEET WETLANDS ARE REGULATED BY THE FEDERAL GOVERNMENT UNDER ~.e ~ W ~ WIDTH AT P[PE....9 FEET SECTION
~ ~ WIDTH AT END....23 FEET MAY INCLUDE ~HETPENCLEAN WATER ACT. JURISDICTIONAL WETLANDS STOJA: DEPTH...16 INCHES E SHRUB POCOSINS THAT ARE COMMON IN THIS ~E n REGION. ]F ANY PRIVATE LANDOWNER. DEVELOPER. CORPORATION.
WETLAND VEGETATION RE UIREMENTS , , tt TONS .................36 OR OTHER PERSON PROPOSES TO UNDERTAKE CONSTRUCTION/FILLIN W H +L '1 ACTIVITIES IN OR NEAR A LAKE. STREAM. CREEK TRIBUT G
-r-. . ~ ~ nip UNNAMED BODY OF WATER INCLUDING ITS ADJACENT WETLANDS,OR ANY
SEEDING OF WETLAND AREA SHALL BE ACCOMPLISHED USING SEED M]XES FROM _L_ I JFNEW NURSERY (WWW.JFNEWNUASERY.COM1 AND IN COMPLIANCE WITH THEIR j 'J^ ~ ~ ` YECEiA1ED SHELF T6:1 SLp~J FEDERAL PERMIT AUTHORIZATIDN MAY BE REQUIRED FROM 7HE a ~ ~ w -h r'~~ US ARMY CDAPS OF ENGINEERS PRIOR TO COMMENCEMENT OF SUCH LAND DISTURBING ACTIVITIES. PLEASE CONTACT MR. RALEIGH BLAND.
RECOMMENDATIONS FOR SITE PREPARATION AND PLANTING. (ANY SUBSTITUT10N8 MUST -T'-1 BE APPROVED BY ENGINEER) 6" PVC _i_J ~ ~ ~ n ~ rN m;"`I FIELD COORDINATOR. WASHINGTON. NORTH CAR~.INA CORPS OF
INV 75.4 I ~ ~ ~ ~ ~ " W? ENGINEERS REGULATORY FIELD OFFICE TELEPHONE [phone] OR I 1252) 9T5 m X811 FOR A WETLAND DETERMINATION AND INFORMATION
-r-i ~ ~ _ ~ REGARDING SPECIFIC PERMIT REQUIREMENTS. ~ I
~Im.J~I SEm.YlY - L - -I I uPLA)n AEnAND EDGE - r -1 DATE ; 11) THE COUNTYY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SEEDING AND/OR ~ PLANTING SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEDUATE.
SNALLON LAID AND WATER pER~ ~lwp _ L _ 1 - - - ~ ~ ~h
All OTHER AREAS SEE SCHEDULE r I ~ , s ~ 4~,.
-L- ~ 6" PVC 15~RCP i ~ t ~ ?..r_. ~ ~..,~n..,~
]NV 73.90 rtnr~T3.9D 3: i SIDE nCPES-!! 241( 24' RCP IN/fES a 1.0X
M 6" CAP W/ AINTENANCE SCHEDULE _ _ liS~~N o !NV 1~p
[.5" UTA. HOLE is
OESCRIPTI011 ME1N~ FREpENCY TIME OF YEAR ACTION STS CHECK DAY
CLEAR II~ET/OUTLET OF TRASH BY HAt~ AFTER EVERY STORM EVENT CONTINUSOIISLY REMOVE iAASH , 1TYPl•.. ~i ai
STABILITY OF SLO'ES/EROSION VISUAL r ~ r ' ~ r ' ' r' Y MONiHIY RESEED v•, p r v p v CNECK SEDIMENT LEVEL IN DEEP POOLS V[SUAL SEMI-Al11AlALLT r ~ p r v , p r
MARCN/SEPTEMBER REMOVE EXCESS r ~ r r r DRAM ODMI 111E OF APPROXIMATELY 48 HOL85 VISUAL SEMI-ANNUAILY 'GPBAhCE ' ,'I
MARCH/SEPTEMBER NOTIFY ENOINEEA ' ' ~ r ' ' ~ r
I :1 I .1;„
ELEVATION VIEW ~ . ~i'
SEPTIC NlTRlF1CATlQV FIELD it r I
~.,..i • {
~,,,+r
~I
EXISTING
30 DRAINAGE / .,.~.v, ~'G. ~ ~ EASfA~NT /
s~.9 e~. ~
Y9.
_ ~a ~ _ I YY .___i._.-~-._L_._. ~ TRASH RACK INSTALLED
__;_-w_~_-_~_. ON TOP OF RISER , (~t4 BARS ~
- 4" O.C. EACH WAYI
Y5.
~ ~'--~°~I°AKIQIGIL POQL MATER SfXt'fACE EIEVATI 4----~~. pV 74 00 _.-r. _ 36~,
_W 7J. ~ ~
_ TOP 78.0
- - - -~1~..
7L ~ ( ~
1 ITYP)
e ~ } -~~1_._____. !4)6" DIAMETER INLET ~ , Y1s INV 75.00
s~crrcw c~ rPa~n~
SEED BED PREPARATION 15" REVISIONS
BY N0. DATE DESCRIPTION
LIME 2 TONS/AC. 6" PYC
10-10-20-------------------------1,000 LBS./AC. INV 74.00 INV 74.00 -20-0 ---------------------------500 LBS./AC. 0
STRAW MULCH _________________________2 TONS/AC. 6" CAP W/ i ° . ° 6" !MIN) • . /
N . . (AFTER SEEDING) 2.5" DIA. HOLE 18 ASPHALT TACK 200 GAL./TON ~ m ~
• d OF MULCH • o~ ~
SEEDING MIXTURE ' ° ~ r~
8"-12" CONCRETE BASE • ° lFEBRUR - ARY 1 AUGUST 30) P
TALL FESCUE 50 LBS./AC.
PENSACOLA BAHIAGRASS 10 LBS./AC. KOREAN OR KOBE LESPEDEZA !SCARIFIED) - - - - --50 LBS./AC. a.W
(MAY 1 -AUGUST 31) ~ STORMWATER PL AN
TALL FESCUE ----------------------.50 LBS./AC.
WEEPING LOVEGRASS -------------------5 LBS./AC. ELEVATION VIEW KOREAN OR KOBE LESPEDEZA !SCARIFIED) - - - - -~50 LBS./AC. 9 ~
BROWNTOP MILLET 25 LBS./AC. ~U~~~ ~pXFORO PARK SECTION 3 -LOT 42 AS RECORDED IN N f~,~ BOOK 63, PAGE 127 OF THE PITT COUNTY REGISTRY
MAINTENANCE SCHEDULE (SEPTEMBER 1 -JANUARY 31) . .,.RO 0,. ~ ~y ARTHUR TOWNSHIP PITT COUNTY
TALL FESCUE ----------------------.60 LBS./AC. pf Ip NORTH CAROLINA
KOREAN OR KOBE LESPEDEZA lUNSCARIFIEDI -----60 LBS./AC. OESI~IPTIpI RYE (GRAIN) 25 LBS./AC. ~ TIME OFYEAA ACTION ~ : Q ~ : ~ OWNER FERGUSON ENTERPIRSES I 3 ~ c ~ N~• DESIGNED: WKM SEAL
CLEAR IM.ET/OUTLET ~ TRASH BY HAND AFTER EVERY STORK EVENT CCNTINUSOUSLY REMOVE TRASH FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC. SERICEA LESPEDEZA STABILITY ff SLOPES Vtsuu. MONTHLY MoNrI~Y RESEED #PE168~i ; ADDRESS 125
AND 15 LBS. WEEPING LOVEGRASS. CHECX SEDIIENi LEVEL ]N FOREBAY VISUAL SEMI-ANNUALLY MARCH/SEPTE 00 JEFFERSON AVENUE DR , r AWN KCW/JEM
16ER REMOVE EXCESS •..F,y~ ~ ~ NEWPORT NEWS, VA 23602 iH ~ • • Q~' PHONE ( - q 757) 874 7795
M ~ APPROVED: WKM K. M ~
llll ~ nmi
SE E D IN G SC H E D LE . MALPASS DATE: 09/13/05 ~ & ASSOCI ATES
1645 EAST ARLINGTON BLVD. SUITE D
GREENVILLE, N.C. 27858 SCALE: 1 40' WILLIAM K. MALPASS, P.E. 16823
M.•1 dgn 1 pBBD p8991 p8D6 Lots 4Z & 43 Oxford Park l BB6CON.d p gn [phone]
11:43:51 AM 1/26/2~~6 SHEET 4 OF B