fIJ BURNS1DE - Owen Sound · 2016-11-04 · SCS Curve Number and Uplands Method Reference Sheet SCS...

fIJ BURNS1DE

Appendix B2

Kenny Drain (Proposed Condition)

Pro

ject

Nam

e:O

wen

Sou

ndD

rain

age

Stud

yI

IIP

roje

ctN

o:M

CG

1066

5L

ocat

ion:

Ow

enS

ound

I jB

UR

NS

IDE

Des

igner

T.L

ozon

Dat

e:24

-May

-200

7I

IIa

iiD

ate

Mod

ifie

d:14

-Oct

-200

7I

SWM

HV

MO

INPU

TT

AB

LE

-K

ENN

YD

RA

INPR

OPO

SED

CO

ND

fl1O

N

.AR

EA

Ne.

-‘

AR

EA

9ia

.l1

(11

fL{1

1[l

PlI

MB

..T

’hr

I•-

rI

--

1GP

MN

PL

.J!.

!IJ

SbP

I11

01..-

-.

I/F1S

TTi

Kh

WW

aIrn

ajtE

xtem

rea.-

-....-1

.-.-

-.

A..

N/A

.Q11

-5-2

.WA

--

—N

/—

N/A

.N

/A:-

N/A

:N

M‘ffL

’.J

iM

ail

--.‘

.31

24...7

6;.

..6

30

89

.N/A

Ii-

a..

I’.1

’-

-12

0.d

O.2

50l.

...P

aF

102

-2’

—.

t0Q

1s

Ill1

.A

11’3

KM

ilier

Wes

t..

.173

-‘.

760.

82’

0.90

N/A

Lt’)-I--

114-

’--

3’.

“0.

250

L’)I’0

4.1

•O

01S

r1(’

I-m

n:

I.i•X

•I

Unl

onG

as23

rdS

tree

t099

75022

02

2N

/A5

03

0250

20

13

9001

3[(,e’P

Fi

1,/’J,1

J,•L

1e4

,at

chm

ent#

.lln

dus5

jai

—.-‘

*.1

09

9’

-76

’0

2.0

W5

NI-

.50

-3

:0250

..

‘20-2.1

34.

-

1th

*1

-ctn

tent#

2b2.I

nduak

iaL

-.

.-5

11

5.78

.-01

7•.

0.7

5N

/A.:

5.0

-‘3

13’,

..-

30I.

(,W

Jt.

Il.:

0.F

.t’2t]

1.

227:.

i[fl

’1M

1[i’it7,(

r1;

.w

•.z

Cat

chm

ent#

3.8

2..

76-0

18.-

08

1N

/A5

.0-’-

‘‘40

.:.-

0250

2’

O16

-118.-

0101

3[iT

iT,1

l:,

!,4•5

KC

atcl

snen

t*4a.

a—--

.i’a

e...7

8.

075.-

O8Q

’’-N

/A.

10*

2l’

24a0

25

010

-0:7

-69

‘01013

AC

atch

men

t#5..

-.

.,

45’5

5’69

.‘.

0167..

N/A

’.•

115

‘.i..103:...

0250

20

-..

-59

0.0

13.

I,:

Cat

chm

ent#

6D—

321O

76—

02

00’

40N

/A5

00

2..

135

02

50

60

07

539

LIX

31’ti

1[I

(1ji.*

*•*

it*

.i

.1’‘t,F

1K

Cat

chm

ent#

880

176

07

3084

N/A

01

760

0250

2.0

11

950013

[iT

W•1.

Z.b

.F

H•

Cat

chm

ent#

10’l

ndua

trta

i17

87‘-

760

75

07

5N

/A5

0...

1730

0250

20

12

400

13L

Vin

,I,h

I.1’

IX

.1I

Catc

lsnent#

13,.

-..

715.’.

74

:044o:5

4.N

IAE

fliJ

fl-I

Ill

.17

50250.

20

-.1

aX

.i-t

-.‘-

8O

.‘0

:013

[i’

ii.,I,L

[

.74.

sN/A

NA

01

25

-8

10

.:N

/A.

N/A

IA.

N/A

---

N/A

-N

/-’.

1.C

atct

wne

nt#.

151E

astO

--n!

3115

.-.—

I-.

yL

4:.

-i.N

/AN

/-0:

258.

0N

/AN

/A-

-N

IAA

N/A

-N/A

:A

[l1t’9

B1

Cat

chm

ent#

16-

Indu

stri

al26

159

$-

07

5-

0:75

’’N

/A‘

50

1.7

30-

025O

2:0

•Il

l.

-55

1--

0101

.3-

Cat

chm

eni#

17W

est-

Res

iden

tial

6.93

760.

300.

55N

/A5.

01.

730

Z1.F

IK

•at

chm

ent#

l7W

est-

Op

enS

pac

e21

179

uN

/AN

/A0:

17-

a:o-

N/A

N/A

N/A

N/A

N/A

-‘N

/A-

Cat

chm

ent#

17E

ast-

Res

iden

tial

3.51

760.

300.

55N

/A5.

01.

730

men

t#l7

jEas

tZO

6’57

79N

/AN

/A017

86

N/A

N/A

N/A

/AN

/AA

N/A

Cat

chm

ent#

1812

.02

78N

/AN

/A0.

418.

1N

/AN

/A/7L

F/

/L

Cat

chm

ent#

1911

1874

N/A

N/A

0117

8.0

N/A

AN

/AL

J//d

N/

-N

/A-

N/A

Cat

chm

ent#

20-l

ndus

tria

l7.

5476

0.75

0.75

N/A

5.0

1.7

30

AR

EA

The

tota

lca

tchm

ent a

rea

(ha)

CN

ICC

NT

heco

mpo

site

SC

SC

urve

Num

ber

for

NA

SHY

Dco

mm

ands

,an

dth

epe

rvio

usSC

SC

urve

Num

ber

for

STA

ND

HY

Dco

mm

ands

XIM

PT

hera

tioof

the

dire

ctly

conn

ecte

dim

perv

ious

area

TIM

PT

hera

tioof

the

tota

lim

perv

ious

area

Tp

The

time

ofpe

akof

the

unit

hydr

ogra

ph(h

rs)

lape

rT

heco

mpo

site

intit

alab

stra

ctio

nfo

rN

ASH

YD

com

man

ds,

and

the

perv

ious

ntis

)ab

stra

ctio

nfo

rST

AN

DH

YD

com

man

ds(m

m)

SL

PP

The

aver

age

perv

ious

surf

ace

slop

eov

erw

hich

runo

fftr

avel

s(%

)L

GP

The

aver

age

lot d

epth

orpe

rvio

usle

ngth

over

whi

chsu

rfac

ew

ater

trav

els

alon

gth

elo

nges

t flo

wpa

th(m

)M

NP

The

repr

esen

tati

vero

ughn

ess

coef

fici

ent

for

the

perv

ioua

surf

ace

over

whi

chw

ater

trav

els

befo

rere

achi

ngth

est

reet

orse

wer

syst

emIa

tmp

The

impe

rvio

usin

tial a

bstr

acti

onfo

rST

AN

OH

YD

com

man

ds(m

m)

SLPI

The

aver

age

impe

rvio

ussu

rfac

esl

ope

over

whi

chru

noff

trav

els

(%)

LGI

The

impe

rvio

ustr

avel

leng

thof

the

long

est

flow

path

(m)

MN

IT

heav

erag

ero

ughn

ess

coef

fici

ent

for

the

impe

rvio

ussu

rfac

eov

erw

hich

wat

ertr

avel

s

P-\l-

lydr

otec

hnic

altM

CG

1066

51PR

-KE

NN

YD

RA

INI(

PR-C

N,_

C,_

Tp.

xls)

Sum

mar

y

SCS Curve Number and Uplands Method Reference Sheet

SCS Curve Number and Initial Rainfall Abstraction Data

Hydrologic SCS Curve Number (AMCII)Soil Group ForestlWoodlot Meadow/Field Crop Lawn/Grass Pavement Water

A 30 39 66 44 98 100AS 44 50 71 55 98 100B 58 61 76 65 98 100

BC 65 68 79 71 98 100C 71 74 82 76 98 100

CD 74 78 84 79 98 100D 77 80 86 82 98 100

CN (l)= 4.2CN(ll)/(10-0.058CN(ll)) CN (ill)= 23CN(ll)/(10+0.13CN(ll))

NI Standhyd commands - CN value is based solely on the pervious surfaces only.Nashyd commands - CN value is based on a composite of both the pervious and impervious surfaces

EstimatIng Travel Velocity Using Uplands Method

v —— (Refer to Fig 3.12 Velocities for Upland method for estimating travel time for overland flow)

1 .5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overland flow)

2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)

3.0 Nearly bare unfilled (overland flow) or alluvial fans located in the Western mountain Regions

4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

TImA nf “ flflp nd LI nfl FInw Pith— —. S,JIIUVu,LIaUIuI, liii ..

Tc = L1 I V1 Tp1 = 0.67 x Tc1

Total Time of Concentration for MultiDle Land Uses on Flow Path

Tc1 = Tc1 + Tc2 + Tc3 +Tc4+Tc5 = Tp1 + Tp2+ Tp3 +Tp4 +Tp5

V= VelocityS= Slopex = Land Cover Coefficient (see below)x = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)

Project Name:Project No:Location:Designer:Date:Date Modified:

Owen Sound Drainage StudyMCG 10665Owen SoundT. Lozon24-May-20071 4-Oct-2007

J BURNS1DER.J. Bum.)ds & As.oclfl. Unhltad3 oh’nt Crn,hnn Cth,gwood. Ontnnot.I.phon. (705) 46.0515 tax (705) 46.2399

‘aLand Use I Forest/Woodlot I

I Initial Rainfall Abstraction. Ia (mmlI

Meadow/Field Crop Lawn/Grass Pavement Water. I 10 I 8 7 5 2 0

P:\Hydrotechnical\MCG I 0665\PR-KENNY DRAIN\[PR-CN,_C,_Tp.xls]Summary

-o ‘C I1w

7l.

a C

0 0. C

C,

:D J

x3

-<D)

&-Z

Z

o Co a. 0-1oo

3

3 3 U, 0: 0

Co 0 Co 0

-I

U, 3

F 3

U. 3

U,

0 =0. If I

0,

0,

0,

0

C,

ci.

I

Project Name: Owen Sound Drainage Study IProject No: MCG 10665Location: Owen Sound BLJRNSIDEDesigner. T. LozonDate: 24-May-2007 I . e.. ......

3 Ro(4* C,flc.fl. CObfl.ood, OflioDate Modified: 20-Jun-2007 ...,,..... ,os .w.oms v, ‘03 oe23

Walmart External Area

SWMHYMO Nashyd Modelling Parameters

Hydrologic Total Area per Vr-,US Land Use (ha)Soii Group ForestiWoodlot Meadow!Fieid Crop Lawn/Grass Pavement Water

AABB

BCC 1.42 0.16

CDD

Total area that: 1.58 Composite CN(it: 60Pervlous area (hat: 1.42 Comoosite CN(ID: 78 Comooslte Is lmmt: 5.2

Imoervlous area (hat: 0.16 Composite CNltilt: 89

Drainage Area Calculations

Table 1

Parameters Total

Lenqth(m) 176 176it1 (m) 230 230h2 (m) 227 227h(m) 3 3

Slope (%) 1.70 1.70x 2.3 N/A

V(mts) 0.30 N/ATc (mm) 9.77 9.77Tc (hr) 0.16 0.16Tp (hr) 0.11 0.11

a = Land Cover Coeffient (see below)a = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)

1.5 Trash Fallow or Minimum lillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

P:Hydrotechnical\MCG 1 0665PR-KENNY DRAiN1PR-CN,_C_Tp.xls]Summary

•?Y5

2

0.2

__

_

>EE

—

.EE

E0

zo

9-

crC

—0

0F

__

__

_____

____

-IU

—V

C0

E0

SE

I;I

i

ii

I. C

l)

zcr

2Ig

Ieh2

_______

CH

e00

iiliii

2ji

FF

t111111

EI

IH

IE

HC

o

I!ljI:

—0

—H

o.IIfl

()II

j

lu

lL

zCi)

oii

[[ii0l

0,

11

11

11

Eo

•0I

II

II

I

vF

-

.

ICo

irs

D)

oo

=Ii.

I

Co

..

IC

)U

CC)

E

o

Ui2

CC

!)C

0

(j)o

i1

!>

0

FFIcn

m

00iø

xI

zzc

EV

—

=i

.;

ICii,

a0

•z

j

I, ‘.3

-D ± Q. 0 01w 0

0 I 0

0

Iih

C) 0

I 0

m 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 ‘.3

CO=

X-‘

0•<

mI

o

I

0 S 3

Co

0 (I,

03

9, 0 3 3 0

0 a 3 0 a

‘.3 CD a 3 CD C”

0 3 0

e

0 0 0

II0 a Cw C

C

I

0•0 lb 0• cn-.

I

0<

= 3o

00

(n=

X-‘

0-<

P.O

oa

0—

0 a. 00 CD C

0 0 3

ójv,

11 I I C) 0 0 I-4 0 0 C 0 0 C gp

0=

ID

•c:Y5i9

Iz

•‘!J1IJ1

2

eh

U,

—_cjc’Jg

E0

2

_____________

EC

EE

-0

—

oB

IC

0

__

__

__

__

_

z0U)

tha-4

,

E0

1!0

0

0)

CZ

0=

II-w

C±

o—

I—

9U,

.5II€

I°

-W

Ic

0

02

E0

bC

cIC

ou,

4,

II

II

Ji

1I1

I4

,Z

ZC

g0)

——

—9

111111

Ii

111111

.E‘

V

—‘C

fl

111111

o!

iii

P(I)ZII

e.84,.0

0C

JIii..0

Ciii

III

III

[Ii.2

_____

III

LIII

E

—0

aj0z

-

___

Z9U

I

4,0

E0

C0

cJ(4

od

dC

0>

.z

0z

=

oo

I-.

U,th

o.2.

0U

,4

,

cnI

h.I

Co

II

E0

0C

E2

.!

ZI

01‘

I4,

.0

C)I

4,

10

E.

o

4,

.21I

0

Ia

‘I

.

Dic

oI

a.

I

0

a(I)

__

__

__

__

__

__

__

__

__

__

__

__

__________

cIi

_____

U,-

______________

________

hII2

cD

.c

c0

U,

C1e

eC

0

.9

_____________

________

I>

E.1IE

EE.

—v

cE

‘C—

0.

___

__

__

__

_____

zC

)±

0C)E

C)

U’

(00

)0(O

Iflt..

I

C)dc’o

z0

Z3O

3I=

w

l

__

__

__

__

_______

C±

EloI.

.z0

—

II.

..

C0

Ele

.2

0C)

EE

ø—

.22

—0

0

II

CE

0‘‘

II

I-

II

II

.0

O0H

zz

E

sä

cII

____

0

iiH

i

.(I)-

.C

Z

!Jh2

Ic.,IeI

________

“C

.,e

C

II•

[1.9

IIIIIII

Ep

I.—

DC

C

jII

(iiII

____

zoII

thII

EII

—g

0.

>-

0)

z°

w zIi.

liii

oo

iZ

___

Liii

±liii

1CD

liiiliii

0

r.2

iii

U.

II

I—c

0E

II.E

w*

1

IC

1‘C

o00)

I-

III

0•

.C

iz

jillcI

!

.2

Cc’J

Ih

Cl)-

.

U,.,—

—,

C!

!I10

C,

eC

.9III

.9

EC

EUE

—C

j0zCI)

00

tha

0.9

zE

oU

’C

.JC

O.C

10

>-I

qz

c’stc

c0

z-

U.

w0

thC

Io

05I

(CI

uI

1I

•

III

C,.

C0

i.

iII

UE

—C

)

4.(ICfl

HH

o•=

O.2

—

E0

-I

“p0

z0

I

.2I

V

__

__

__

i

0

PC

,

I•E15

IUC

Z;I

rILD

1e1IO

IoI,.

e2

ElE

EE

C

E—

0.

51i;titzC-)&

-

Eo

.cV

08c

O0.

>-zo

z

OO

F-

II

i

qH

IH(01

C1i-ft

I-

IH

HII

...c

a—1

IL

iIc

c.iC

)I

lJI—1(O

0oO

4HIo

cn

IH

-

X1

11

11

1V

__

_.21

oI

II

II

I

£3

cIIH

i

TI

(O

.5z .cr

__

__

__

__

__

__

__

__

__

__

__

1iiec,?

.DC

.)

.5.2

_____________

__

__

__

__

_

EC

EE

z‘CC

C0.

___

(j

__

__

___

z&0E

E‘r..8g

a.>

-z

C0

•z

eo

—IL

w0

__

__

__

__

_

C±

0

fl.2

g

0C

00E

h

01I

111110

iTa

‘I

II

I21

Hill

.I

01I

II

II

-o ‘C

IIx0

m

Iih 0I

a

U,

x 0 ci, 0 0. ID 3 0

C)

I-Q

a

QI c, .

0

3 m—

“3

z.

* a.

-I9

o

0 Cl)

C

11 I I C, 0 0 I0 C0

a

•IiIJi1e

4,

Ev

a.0,

UC,,

4U

,

L.

0

E0

.tU

D.c

L..J

Ôó

C.)U

)

I0)E081

C”EU)0)c’J

C”E

0c’Ja0C,,SC”

Cq

0EE0‘C,EE

0U)EC4’-I0U,EC

0U,

I

C’)

00C4,

0CCC4,

U,

C’,0C4

,0CC

0

“IU

,0>

C’,I

(C,

EECo*a‘—I

0I

z900zzwth0IC’,4,

I

I

II

.a

(I)-

zc

2D

II_IdIoiciI.

_______

CI

II

I1

11

11

10IIII

.211

[Itt

>H

IIII

E—

II

II..j

IcE

I.JiJø

D

IIE

Is

IC

I—

z

HL

H0

±0E

0

00

0

Ih

!a.

>-

C0

IIz

0Q

=U

.II

Ui

&C

*1

22

0IE

E

zI

0I

0•

.2C

o

qI2

I0

I

z

C()

—Ii”

0

ih.C1

I0

I

>0

E0

-

I

OIu

,I

________

0

hh•

3

I!

e32>

IHE

CE0,

c’Jx

U,

aI__Iz

HJ9

0I

a.2

IE0

QzI

a,I

o0

I99

I

E.D

’I

002

I‘

I

I2•

‘jII’

C

I

--Iliii

IEl

“I

II

—I

11111

Iz

a,I

——

11111

In

C)

uIIII

I

II

P.___

__

__

__

__

2F—

e.9

.9

__

__

_

>.

E-

EE

zE

ci)

£

•H

-—

.—

j9

____

z0ci

0

0F

.0

H—

H>

-Dc;,

cø

c3

0z

U.

U

C&

o0

9,

.30

0V

.C

01

0’

CL

iE

0

4I

0W

IL

J4*cI

°2

‘-iiE

H2

i xc4

p.0

Ciic

o0

0

.Cl)

d

z

__________

__

__

__

_

2U

,

e.0

0C2

_____________

>E

CE

E0

EU

)

40

E.

E0

0—

0.

-j

0

__

__

_

Z0

th0E

a:o3

U)c,

CJ

>-cc

gcJ

—0

zC

ØC

tC

0O

(—

U.

zU0

)

__

__

__

__

_

thI

00

a.

•U—

.2Io

IoI

C0

E0

0E

C

Ca.

Q.0

00

xc’,

0-I

IJ

X0

zz.

g—

..

0I

CI

.0a.

•E75

20

,0

.

___

C—

5.2

____

__

_

>E

CE

EC’,

.CE

Eh

e—

—.

C’4

I-J

0

Cl)

______

__

2:

C)

Ea

z

v°

U)

8c

e(0

a..

0,

C0

zU

.z

U,

__

__

__

__

_

Co

o0.2

.C

E

4.1Cl)0

I-

om

EU

,•5

8

0)

.Jx

HH

U,

——

UI

II

II

II

C2

“0

.111111

.0

cI111111

___

__

__

__

a-

5

!II

_____

__________

eh.0

000C

’J

02

______

____________

0

0E

PE

0

ci)

C

-j

0.

I-I_ioj

0

z-

0

C2.0

0E

0H

0a

H

0—

U-

zzLU

oC0

±

‘0101II

EC

;-—

I

!

q.C

O(flh

IC

00

ZZ

c•g

II

.2I

2(I

.0

L

___

Oi

o,

____

______

a-

Lh

(I)zc

ij’

1ii

.

eO

_c

.00

C.9

II

>

CE

EU

’

<0

—.0

Qj

zC-)th-

0C

0Z

oI..

U’

o—

“ó

00

ZC

0z

=U

.w

o0

0

III

°—

C0

CC)

Ew

C.2

Uo

,0

2C

.C

9C

C

El0

.cIx

I

21.!

co...io

o01

co

(I)

2.C)

EC2

____

__

_

‘4>

4)EL

1’E

EC

—.

4)-I

9C

EE0.

CD

gcI

0

a)=zW

oC0

th

5(0

Uvu

C-)c

C)E

4*40

:

xcnCI

Za)

“

cI

IIIII

II1k

II—

1•

III

II

I.IIII

II

IZ

!J

II

II

II

II

cIU

IUJ.i

__________

__

__

__

1If1Je

________

_____

[III

1E

II9I

IIIIII

Ii)I

I—I

11-1111I

9c)

________

zQ

9Ix—

——

.

__

__

__

__

_

r.H

Ca

ES

.22

Eo

oI

.C:

E

II

.h

0co

i1

i-’.hii

.W

I’(I)

..1

z

__

__

__

__

__

__

__

__

__

__

Phil1ai

ecD

.00

CI.9

__

____

__

_

.0.

CE

pJE

EE

E0

—.0

Ic’J

0j

__

______

z0

0th

CCE

e00

C

-C

0

>-

C—

U-

zz

___

0

w

o-id

-C0

±

I1I

U

.2IIt

•C

-

01

01

01

0E

0

*1—I0

C0

C0

-

1iL

1•.

xZ

Z.0

0—

=°‘I1

01

aa

02

iC

01

010

la-

iII

IIC

,

1hJI

zhII

__

__

__

__

__

__

__

__

__

__

__

__

__

_

Iipill

2

e.c

)C

0

>E

EE

EC

,

4)1

0

______

___

Z4)

C)

-th

-C.9

0

E0

z-V

Vi-

c

I)t)

)D

•‘O

’_-o

o0>-z

C0

=U

.zw

0

__

__

__

__

_

--C

5II

°-

I2

cCD

0E

,—

c.2

IIIIII

D•

4)4)0zz

g.c

111111—

2iI

II

II

IC

-

cIhuh

ii

ihiicz

II

iIOI1U

,_c.J

cc)

eC.2

_____________

>E

EEz

H—

.cE

‘C

j

_____

zo

9-

cro

0z

Eo

U1

U,U

C’)

0.C

UC

la.

>-

zU

-U

i

oo

i:

____

__

__

__

__

_

•0

.C

o0U

—•I

2c

C)E

mo

oE

.“0

0C-,

III

00

-III

CI

II

.2.2

>‘

.0I

I.0

elø

Project Name: Owen Sound Drainage Study IProject No: MCG 10665Location: Owen Sound BURNSIDEDeslgner T. LozonDate: 24-May-2007 I Bd.ald. R..aiRa. Uid

3 Raid CiflcsntCobigood OmadoDate Modified: 14-Oct-2007 tai1705).iI-23w

Catchment #15 West - Open Space


Hydroiogic Totai Area per Various Land Use (ha)Soii Group ForestiWoodiot MeadowlFleld Crop LawnlGrass Pavement Water

AABB

BCC 1.33

CDD

Total area (ha): 1.38 Comoosite CN(l1: 54Pervious area (ha): 1.38 Con’iooslte CNOI1: 74 Comooslte Ia (mm): 8.0

imDervlous area (ha): 0.00 Comooslte CNOIi): 87


Table 1Parameters - TotalLength (m) 537 537

h1 (m) 216.5 216.5h2 (m) 200 200Ah(m) 16.5 16.5

Slope (%) 3.07 3.07x 2.3 N/A

V(nVs) 0.40 N/ATc (mm) 22.20 22.20Tc (hr) 0.37 0.37Tp (hr) 0.25 0.25

x = Land Cover Coefficient (see below)a = 0.6 Forest with Heavy Ground Litter, hay meadow (overland fiow)

1.5 Trash Fallow or Minimum Tillage ciuitivation, strip cropped woodiand(overiand flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Neariy bare untitled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

P:HydrotechnicaJMCG 1 0665PR-KENNY DRAlN(PR-CN_C,_Tp.xls)Summary

C.,

11

(I)U!J1i

eIVc9cQ

CC

4cg

2N

CC

I0,

4)

In*4-45

.ac

E..

.!4E...

003a

o

I2.00C0w0.0I00xø

Ec’J

ECOc’J

ECO0

CO00,CD

0

$1EC

CrCC

O

0In

gD

qj

0CCIEE0LI)EE

0,

00CCCCCI)CCII0C0CCC0

CCI

0E00.a,00C

00IC’,

ii0

0V(I,

25

0CC

CaEEU)0‘CI-I

z9a0>-zzU)

Project Name: Owen Sound Drainage Study IProject No: MCD 10665Location: Owen Sound I BURNS1DEDesigner T. LozonDate: 24-May-2007 I R . Ii.... ..

3 R..I C,...3. Cw*3od. O.3Date Modified: 14-Oct-2007 I ..‘7o5,.6.23wCatchment #15 East - Open Space


Hydrologic Total Area per Various Land Use (ha)Soil Group Forest/Woodlot Meadow!Fleld Crop Lawn/Grass Pavement Water

AABB

BCC 3.15

CD0

Total area (ha’: 3.15 Comooslte Cr111): 54Pervlous area (ha): 3.15 ComDosite CN(ll): 74 Composite is (mm): 8.0

imoervious area (ha): 0.00 Comoosite CN(llfl: 87


Table 1Parameters x3 Total

Length (m) 460 460h1(m) 211 211

h2 (m) 201 201Ah(m) 10 10

Slope (%) 2.17 2.17x 2.3 N/A

V (rn/a) 0.34 N/ATc (mm) 22.61 22.61Tc (hr) 0.38 0.38Tp (hr) 0.25 0.25

x = Land Cover Coeffident (see below)x = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)

1.5 Trash Fallow or Minimum Tiilage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

P:\Hydrotechnical\MCG 1 0665PR-KENNY DRAlN[PR-CN,_C._Tp.xls]Summary

•

__

_

__

_

•y5

2

I

e.2

_____________

__

__

__

__

__

EE

Ez

h0

E‘

‘C

-J‘

j

__

__

9

_____________

zC

lf

0

Cth

E

I0

•I

a.—

l:oI

oq

Zi

.E-

Di

=U

.

0w

0C0010

0

w•

01

01

01

‘-I

C)ltI

—I0

E0

801

zzcl

x01

0,0

a-

1!0C

:Z)

c

__________

_______

hh8‘D

o

1)

eD

C’1

C

02

_____________

__

__

__

__

__

IC

EE

0

U,

U)

z0z

-0

2th

C

EU

,

0C0

q>-

I=

u.

zLU

F-

E1I

z

101•

:44_4

0±

!II

•1

•010101

0C

D2

1C

-

‘-I.210101

QE

C0

*1

—0

2•090

L0

rnCC

ELiZ

01

.1-IC/)

I11E

E

02

iC

01n

&

IIiflhl

HQ

II

&5C

zI

2.00

c,Jc’J_

2

____

>E

.0

-j

j0

__

__

__

_

z0±0C

•0IE

0

.0.0

0

HC

Cp,-.

CI

z‘—

WI

DogC

II

a!

zW

I•t

0W

IIL

cq

________

WIll

:I1

-F_I

•U

-!.I(I•

C0

02

ju.

0E

e0

hi•:C

C

EC

i2C

111111

W_ill

--

LiZ

111111II

II—

2I

111111

IIW

I1

11

11

1II

01co

huH

II

___

_____

0

Project Name: Owen Sound Drainage Study IProject No: MCG 10665Location: Owen Sound BLJRNS1DEDesigner T. LozonDate: 24.May.2007 I

3 Ro,d C,ncfl Cano*cod. O.fl,bDate Modified: 14-Oct-2007 I ‘°°Sb.1b,’.id.comCatchment #17 West - Open Space


Hydrologic Total Area per Various Land Use (ha)Soil Group ForestlWoodlot Meadow/Field Crop Lawn/Grass Pavement Water

AABB

BCC 0.41

CDD 1.70

Total area (ha): 2.11 Comooslte CNR): 61Pervious area (ha): 2.11 Comoosite CN(fl): 79 Conlooslte Ia (mm): 8.0

Imoervious area (ha): 0.00 Cotnoostte CNI11I): 90


Table 1Parameters K5 TotalLength (m) 270 270

h1 (m) 192.5 192.5h2(m) 188 188Ah (m) 4.5 4.5

Slope (%) 1.67 1.67x 2.3 N/A

V(mfs) 0.30 N/ATc(min) 15.16 15.16Tc (hr) 0.25 0.25Tp (hr) 0.17 0.17

x = Land Cover Coefficient (see below)a = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)

1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilied (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

P:\Hydrotectinical\MCG I 0665\PR-KENNY DRAlMPR.CN,_C._Tp.xls]Summary

0

.iI

.

(I).9

z

__

__

__

__

__

__

__

_

U)

U)

__

__

__

__

__

__

__

2

8o0.g

eC

’11N

C.9.9

_____________

E

0a

—0

E—

j9

__

__

z0

90

-

00

r-

0>-z

t0

U)

ii.

U)

__

__

__

__

_

Cth

0j9j1

0

F_i—

‘III

‘

Iii

0E

.

.1_IC

1)0

.I..j

OflU

)

ZZ

0j

I-

IC

V

Project Name: Owen Sound Drainage Study IProject No: MCG 10665Location: Owen Sound j BIJRNSIDEDesigner T. LozonDate: 24-May-2007 I

3 Rand C,flC.ntColg.ood. 0,3.30Date Modified: 14-Oct-2007 I I.,c7oz).4wCatchment #17 East - Open Space


Hydrologic Total Area per VaDu5 Land Use (ha)Soil Group ForestlWoodlot Meadow/Field Crop Lawn/Graaa Pavement Water

AABB

BCC

CDD 1.97 4.6

Total area Chat: 6.57 Comooslte CNCI): 61Pervious area (hat: 6.57 Comoosite CN(lll: 79 Composite Ia (mm): 8.6

Impervious prep (ha): 0.00 Composite CNC1II): 90


Table 1Parameters x2 TotalLength (m) 350 350h1(m) 210 210h2 (m) 200 200Ah(m) 10 10

Slope (%) 2.86 2.86x 2.3 N/A

V (rn/a) 0.39 N/ATc (mln) 15.00 15.00Tc (hr) 0.25 0.25Tp (hr) 0.17 0.17

x = Land Cover Coeffident (see below)a = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)

1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

P:\HydrotechnicaRMCG 1 0665\PR-KENNY DRAIN(PR.CN,_C_Tp.sls]Summary

Project Name: Owen Sound Drainage Study IProject No: MCG 10665Location: Owen Sound j BURNSIDEDeslgner T. LozonDate: 24-May-2007 I

3Rcnd C,..c.t CochgAccd. Onlal*Date Modified: 12-Jurt-2007 ICatchment #18


Hydrologic Total Area per Va”,ua Land Use (ha)Soil Group ForestlWoodlot MeadowlField Crop LawnlGrass Pavement Water

AASB

BCC 6.49 0.71

CDD 4.62

Totalarea(ha): 12.02 CotnposlteCN(fl: 60Pervious area (ha): 11.31 Comoosite CMII): 78 Comoosite Ia (mm): 8.1

imoervious area (ha): 0.71 Comoosite CMIII): 89


Table 1

Parameters TotalLength (m) 848 848h1(m) 212 212h2(m) 168 188Ah(m) 24 24

Slope (%) 2.83 2.83x 2.3 NIA

V (mIs) 0.39 NIATc (mm) 36.53 36.53Tc (hr) 0.61 0.61Tp (hr) 0.41 0.41

a = Land Cover Coefficient (see below)x = 0.6 Forest with Heavy Ground Utter, hay meadow (overland flow)

1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overl and flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

P:\Hydrotechnical\MCG 10665\PR-KENNY DRAIN(PR-CN_C,_Tp.xls]Summary

Project Name: Owen Sound Drainage Study IProject No: MCG 10665Location: Owen Sound BURNSIDEDesigner T. LozonDate: 24-May-2007 I . - a a....a u.a.a

3 Rafl* C,1w4. Co qoa 0.04.10Date Modified: 12-Jun-2007 I flb*,0 t00S.11Catchment #19


Hydrologic Total Area per Various Land Use (ha)Soil GrOUP Foreat/Woodiot Meadow/Field Crop Lawn/Grass Pavement Water

AABB

BCC 1.18

CDD

Total area (ha): 1.18 Comooshe CN(1): 54Pervious area (ha): 1.18 Composite CN(ifl: 74 Comooslte Ia (mm): 8.0

Impervious area (ha): 0.00 Comoosite CN(ilfl: 87


Table 1Paremeters TotalLength(m) 23 23h1(m) 191.5 191.5h2(m) 188 188h (m) 3.5 3.5

Slope(%) 15.22 15.22a 2.3 N/A

V(nvs) 0.90 N/ATc (mm) 0.43 15Tc (hr) 0.01 0.25Tp (hr) 0.00 0.17

since Tc is less than 15 mm assumed to be 15 mm

a = Land Cover Coefficient (see below)a = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)

1.5 Trash Fallow or Minimum flllage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare unfilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

P:\I-lydroted,nicafMCG 1 0665PR-KENNY DRA1hh(PR.CN,_C,_Tp.xls]Summary

ii1

’0

.—

C

U,

hC.2

__

__

___

>E

C

CU

EE

p.C

’E

—0

Ci)

0E

o.

—

CC

I.-j0

CU

-z

2

0thC0

Eo

00

_U

0

Ia-

0>

.z

U.

oo

,-IZ

.I•

z

00

Ui

C000

0.

C0

C0

Eto

•o

LI-

C).0

IIIcE

I‘

—‘

0—

Eo

ZZ

0

[IIx

....._“.2i

Iill

C

IIII

C.)i

toI

LII

.

_______

0

Miller East -SHIFT



Table 1Parameters x1 x4 x5 TotalLenqth (m) 494 494h1(m) 218 218h2 (m) 213.5 213.5h (m) 4.5 4.5

Slope (%) 0.91 0.91x 4.6 N/A

V (m/s) 0.44 N/ATc(mln) 18.75 18.75

x = Land Cover Coefficient (see below)x = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)

1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare unfilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Wateiway6.1 Paved Areas (sheet flow); small upland gullies

Project Name:Project No:LocatIon:DesIgner:Date:Date Modlf led:

BURNS1DER. J. Bwn.ld.a *S.ocI.tn Limited3 RonitiC,.tenL C04k,gwotd. Oteedotat.pt.Cfl(705)449.OtiS fat (705) 446.2309— ,74600m

P:\HydrotechnicarMCG 10665PR-KENNY DRAlN\PR-CN_CJp.xls)Summary


Miller West-SHIFT

Owen Sound Drainage StudyMCG 10665Owen SoundT. Lozon24-May-2007I 4-Oct-2007


Table 1Parameters x2 X4 Tota’Length (m) 409 409

h1 (m) 218.5 218.5Ii, (m) 213.5 213.5Ah(m) 5 5

Slope (%) 1.22 1.22x 4.6 N!A

V(mls) 0.51 N!ATc (mm) 13.40 13.40


1.5 Trash Fallow or MinimL.ml Tillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare unfilled (overland flow) or alluviel fans located in the Western mountain Regns4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

f BURNSIDEB. J. 0m44. S AnocIBn Uw,B.d

**pho... (705)4w.05,5 I. 7O).a-23w— —-— =.“

P:\HydrotechnicaFMCG 1 0665PR-KENNY DRAlN4PR-CN,_C,_Tp.xlsJSummary

Catchment #1-SHIFT

Owen Sound Drainage StudyMCG 10665Owen SoundT. Lozon24-May-20071 4-Oct.2007


Table 1Parameters x2 x x4 TotalLength(m) 815 815

h1 (m) 222 222h2 (m) 216 216h(m) 6 6

Slope (%) 0.74 0.74x 4.6 tWA

V (mIs) 0.39 NJATc (mm) 34.42 34.42


1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare unfilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

Project Name:Project No:Location:Designer:Date:Date ModIfied:

BURNSIDEft. J. Bwnrd. I ASOCI.tn Limited3 Ron.tCtfttL Coitbtçeood. Oittedotedphee. 705) dte0515 tee (7051 itte.2309flit m1d3 torn

P:Hydrotechnical\MCG 1 0665PR-KENNY DRAlN\PR-CN,_C,_Tp.xlsJSummary

Catchment #2a-SHIFT

Owen Sound Drainage StudyMCG 10665Owen SoundT. Lozon24-May-200714-Oct-2007


ThhI I

Parameters x TotalLength (m) 600 600

h1 (m) 219.5 219.5h2 (m) 217.5 217.5Mi(m) 2 2

Slope (%) 0.33 0.33x 4.6 NIA

V(mls) 0.27 N!ATc (mm) 37.65 37.65




BURNSIDEft. a. BWntId. S Anodat.. U,,,USd3 Rn.3 CoSngoa. OaSi33.l.wo,,. (705) aav.05,5 5x (705) .aO-2305

P:\HydrotechnicarMCG 1 0665\PR-KENNY DRAlN[PR-CN,_C,.Tp.xls]Summary

Catchment #2b-SHIFT



TableParameters x3 TotalLenqth (m) 600h1(m) 216 218h2 (m) 216 216Ah(m) 2 2

Slope (%) 0.33 0.33x 4.6 NIA

V(mls) 0.27 NIATc (mm) 37.65 37•65


1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or allwial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

Project Name:Project No:LocatIon:DesIgner:Date:Date ModIfIed:

J BURNS1DEft. a. OwTt.id. S AnoCJ.W. UW.ISd3 ROn.0 C,0.,6. C00505,00d 0.0505.4.50(705)600.0515 400705)050-2305

WOO 00.005700.40.00,.,

P:Hydrotechnical\MCG 1 0665PR-KENNY DRAlN[PR-CN,_C,_Tp.xlsjSummary

Protect Name: Owen Sound Drainage Study IProlect No: MCG 10665Location: Owen Sound I# BLJRNSIDEDesigner: T. LozonDate: 24-May-2007 I . . .....

3 RO.’ COI,cd. O.3.1Date Modified: 14-Oct.2007 I ‘—‘ .-W.b Wr.Catchment #3a-SHIFT


Table 1Parameters x1 X TotalLength (m) 262

h, (m) 218.5 218.5h2 (m) 217.5 217.5&i(m) 1 1

Slope (%) 0.38 0.38x 4.6 NIA

V(m!s) 0.28 NIATc (mm) 15.37 15.37

x = Land Cover Coefficient (see below)a = 0.6 Forest with Heavy Ground Litter, hay meadow (overtand flow)

1.5 Trash Fallow or Minim uil Tillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cuttivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small 1and gullies

P:Hydrotechnical\MCG 1 0665\PFl-KENNY DRAIN[PR-CN,_C,_Tp.xIs]Summary

Catchment #5-SHIFT


Drainage Area CalculatIons

Table 1Parameters TotalLength (m) 830 830h1(m) 218 218h2 (m) 214 214Mi(m) 4 4

Slope (%) 0.48 0.48x 4.6 NIA

V(mls) 0.32 N!ATc (mm) 43.32 43.32


1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overtand flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overtand flow)3.0 Nearly bare unfilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies


f BU1NSiDER.J. Bw.I.Id. I A.sQda.. UlTdtId3 Ron. C...c.nt. COCk,g.cod. OnlsiO.I.phO.,. (705)60515 f.x 70$) -2339flI sfl2,de.com

P:Hydrotechnical\MCG I 0665PR-KENNY DRAlN[PR-CN_C._Tp.xls1Summary

Catchment #7-SHIFT



ThbIe

Parameters xp TotalLength (m) 925 925

h1 (m) 220 220h2 (m) 214 214h(m) 6 6

Slope (%) 0.65 o.x 4.6 NIA

V(mls) 0.37 N!ATc(mln) 41.61 41.61


1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or alhxial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies


BURNS1DER. J. tjn,.id. Sflccatn UITt.d3 Ro O.,.do.bpho.,. 705) .0.0515 f. (700) .239g

torn

P:HydrotechnicaMCG 1 0665PR-KENNY DRAlN[PR-CN._C._Tp.xlsjSummary


Catchment #8-SHIFT

Owen Sound Drainage StudyMCG 10665Owen SoundT. Lozon24-May200714-Oct-2007

BURNSIDEPa. ButflsIdS E As..cbon Lifled3 R305d C.s05. Oda0.)p0• 705) d.36.05)5 05 705) .4235a


TahI t

• Parameters a, x3 a5 TotalLength (m) 410 410h1(m) 216 216h2(m) 214 214Mi(m) 2 2

Slope (%) 0.49 0.49a 4.6 NIA

V(m!s) 0.32 N/ATc(mln) 21.27 21.27

x = Lend Cover Coefficient (see below)x = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)

1.5 Trash Fallow or Mhimum TiNage cultivation, strip cropped woocfand(overtand flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare unfilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small land gullies

P:Hydrotechnicsh\MCG 10665PR-KENNY DRAiN\PR-CN_C._Tp.xIs]Summa,y

Catchment #9-SHIFT



Table 1Parameters TotalLength (m) 484 484

h1 (m) 214 214h2 (m) 210 210Ah(m) 4 4

Slope (%) 0.83 0.83x 4.6 WA

V(mls) 0.42 WATc (mm) 19.29 19.29

x = Land Cover Coefficient (see below)a = 0.6 Forest with Heavy Ground Litter, hay meadow (overtand flow)



BURNSIDER.J. BwTItld. S AS..CI.I.. (.6.65.43 Ro,,6( Co8ngood. .j61*4pSO.,. (105)446.0515 5. (705(446.2356nbtw.w,rs,nIds.caa,

P:\HydrotechnicaFMCG 1 0665\PR-KENNY DRAlNPR-CN,_C,_TpidsJSummanj

Catchment #1 5b-SHIFT


DraInage Area Calculations

ThhI

Parameters x, x2 TotalLenqth(m) 330 330

h1 (m) 203 203h2(m) 194 194h(m) 9 9

Slope (%) 2.73 2.73x 4.6 N/A

V (m/s) 0.76 N/ATc (mm) 7.24 7.24

x = Land Cover Coefficient (see below)a = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)



BURNSIDEft. a. ftwmid. ft Aaocbtn LImSt.d3 RoI C,ft*4.3. Co,çod. O,3.do.4.pl’o,’. (7O5)aa.O55 b (705) 62300

P:\Hydrotechnical\MCG 1 0665\PR-KENNY DRAlN[PR-CN,_C,_Tp.xls]Summary


Flow Node 2 to Flow Node 3-SHIFT


ThbI I

Parameters x, x3 TotalLength (m) 240 240

h1 (m) 218.5 218.5h2 (m) 217 217Mi(m) 1.5 1.5

Siope (%) 0.63 0.63x 4.6 N!A

V (mIs) 0.36 NIATc(min) 11.00 11.00



Owen Sound Drainage StudyMCG 10665Owen SoundT. Lozon24-May-200714.Oct-2007

BURNS1DE3 C,.o.3. CoIflg.ood. On

7O5)..O5lS f. 705) 06.2399w.b www rpsnhIde m

P:\HydrotechnicatMCG 1 0665\PR-KENNY DRAIN\[PR-CN,_C,_Tp.xlsjSummary

Owen Sound Drainage StudyMCG 10665Owen SoundT. Lozon24-May-20071 4-Oct.2007



Table IParameters X, x, TotalLength (m) 390 390h1(m) 217 217h2 (m) 214.5 214.5h (m) 2.5 2.5

Slope (%) 0.64 064x 4.6 NIA

V (mIs) 0.37 NIATc(mln) 17.65 1765

x = Land Cover Coefficient (see below)x = 0.6 Forest with Heavy Ground Lifter, hay meadow (overland flow)

1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 CuLtivated Straight row (overland flow)3.0 Nearly bare unlifled (overland flow) or alluvial fans located hi the Western mountain Regns4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small iland gullies

Project Name:Project No:LocatIon:Designer:Date:Date Modlf led:

f+ BURNSIDE• .1. •wn&d. S 40.45101.. Lh,40.d3 Ro.,.P(C,nc.,.t C0151g.ood. O’UdO*I.phOfl. 7051440.0515 In (705(448.23034.50144 *.4a. 4.01

P:\Hydrotechnical\MCG 1 0665PR-KENNY DRAIN\(PR-CN_C,_Tp.xLsjSummary

Owen Sound Drainage StudyMCG 10665Owen SoundT. Lozon24-May’200714-Oct-2007



ThhI I

Parameters x2 x TotalLength (m) 697 697

h1 (m) 214 214h2 (m) 209.5 209.5Mi (m) 4.5 4.5

Slope (%) 0.65 0.65x 4.6 N!A

V (mIs) 0.37 NIATc(mln) 31.43 31.43


1.5 Trash Fallow or Minimum Tillage cuttivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or allLwial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies


BURNSIDEP. a. ewn.aa Anoc).In Lhnlt.d

RonPC,P.o.. Cofr.gwOd O1P.I.phon. (7O5)a4G5S I (7O)S.2399

P:\Hydrotechnical\MCG 1 0665\PR-KENNY DRAIN’[PR-CN,_C,_Tp.xlsjSummanj

Project Name: Owen Sound Drainage Study IProject No: MCG 10665Location: Owen Sound () BLJRNSIDEDesigner: T. LozonDate: 24-May-2007 I . &

C*dDate Modified: 14-Oct-2007 I *b gbU,rtd. i,Flow Node 5 to Flow Node 6-SHIFT


Table 1Parameters K2 K3 K4 K5 TotalLength(m) 578 578

h1 (m) 209.5 209.5h2(m) 200 200h (m) 9.5 9.5

Slope(%) 1.64 1.64x 4.6 N/A

V(m!s) 0.59 N/ATc (mm) 16.34 16.34


1.5 Trash Fallow or Minim un Tdlage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare isitilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); smat iland gullies

P:\Hydrotechnical’MCG 1 0665\PR-KENNY DRAlNPR-CN,_C,_Tp.xIsjSummary




Table 1- Parameters x2 Total

Lenqth(m) 503 503h1 (m) 200 200h2 (m) 193.5 193.5Mi (m) 6.5 6.5

Slope (%) 1.29 1.29x 4.6 NIA

V(mls) 0.52 NIATc (mm) 16.03 16.03


1.5 Trash Fallow or Minimum Tillage cuftivation, strip cropped wooclland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or alliwial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies


BURNS1DEn.j. Bun..ld. S Anod.t.s Lffi,It.d3 Con,nwoo. O==o.I.ph.,. 7O5)4.n.C55 b

P:Hydrotechnical\MCG I 0665\PR-KENNY DRAlN[PR-CN,_C,_Tp.xls]Summary




Table 1Parameters xp I4 TotalLength (m) 458 458h1(m) 210 210h2(m) 194 194Ii(m) 16 16

Slope (%) 3.49 3.49x 4.6 N!A

V(mls) 0.86 NIATo (mm) 8.88 8.88




f BURNSIDERI. Bwn&d. S AflocI.t.s LImfl.d

COk,gwOd. Qn.do.5p5.,. 705)4460515 105(705)4462300

P:\Hydrotechnical\MCG 1 0665PR-KENNY DRAlN(PR.CN,_C,_Tp.xls]Summary




Table 1Parameters X, x4 TotalLength (m) 405 405h1(m) 194 194h2(m) 188 188h(m) 6 6

Slope (%) 1.48 1.48x 4.6 NIA

V(nils) 0.56 NIATc (mm) 12.06 12.05

x = Land Cover Coefficient (see below)x = 0.6 Forest wilt, Heavy Ground Litter, hay meadow (overland flow)

1.5 Trast, Fallow or Mloimtsn TiNage cultation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultated Straight row (overland flow)3.0 Nearly bare untitled (overland flow) or alkNial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

Project Name:Project No:LocatIon:DesIgner:Date:Date ModIfied:

f BURNSIDEB. 4. .inn.a. AncdMn UmIt*d3 Bo.’.BC..o.70. CoBq.. Q==)o.,p505. (705) e5,5 b (705) 5B-2399-.5 .,__w=.5

P:\Hydrotechnical\MCG 1 0665PR-KENNY DRAIN\[PR-CN,_C,_Tp.xlslSummary

Project Name: Owen Sound Drainage Study IProject No: MCG 10665Location: Owen Sound BURNSIDEDesigner: T. LozonDate: 24-May-2007 I

0 RF) C.000.,0 C,g.00d. O,.)oDate Modified: 1 4-Oct-2007 705) e0515 f 705) 05-0a9905



TbI I

Parameters x• x3 TotalLenqth (m) 525 525h1(m) 188 188h, (m) 178 178h(m) 10 10

Slope(%) 1.90 1.90x 4.6 NIA

V(mIs) 0.63 NIATc(min) 13.78 13.78

x = L.and Cover Coefficient (see below)x = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)

1.5 Trash Fallow or MmimL,n Tillage cultivation, strip cropped woodland(overland flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare unfilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

P:\Hydrotechnical\MCG 1 0665\PR-KENNY DRAiN(PR-CN._C._Tp.xlsjSummary

Project Name: Owen Sound Drainage Study IProject No: MCG 10665Location: Owen Sound BLJRNSIDEDesigner T. LozonDate: 24-May-2007 I n . a ....,

3 Rand C,..c.nL Cab.g.nod. 0.13.30Date Modified: 20-Jun-2007 ICatchment #1 - Agricultural Land Use


Hydrologic Total Area per Various Land Use (ha)Soil Group ForestlWoodlot MeadowlField Crop LawnlGrass Pavement Water

AASB

BCC

CDD

Total area (ha): 0.0 Comoosite CNm:Pervious area (ha): 0.0 Comoosite CNI11): Comoosite Ia (mm):

imoervious area (ha): 0.0 Comoosite CNflifl:


Table 1Parameters x4 X5 TotalLength_(m)

h,_(m)h2 (m)Ah (m)

Slope_(%)x WA

V (flits) WATc_(mm)Tc_(hr)Tp (hr)

a = Land Cover Coefficient (see below)a = 0.6 Forest with Heavy Ground Litter, hay meadow (overland flow)

1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overfand flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or alluvial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

P:\Hydrotechnical\MCG 1 0665\PR-KENNY DRAIN\(PR-CN,_C,_Tp.xls]Summary

IA

Icj

etC5.2

EE15

ECi) z

0E

—

I—I

cjjz0ci:a

o0

Ce

c.J0

_I

Z >-

COC

o—

zIi

w_

a-0

mIII

C0

CC)

E.2

2

0Z

Zc

E;

CI

HH

iii


Catchment #1-SHIFT

Owen Sound Drainage StudyMCG 10665Owen SoundT. Lozon24-May.200720-Jun-2007

f BURNS1DE• a. Bum.ld.S AnacI.t.. UmIt.d3 RO,.0 Cdth300d. On7o0.I.pI..n. 705) a.0.05I5 x 700) 8-2309-.—w,


Table 1Parameters TotalLength (m)h1_(m)h,_(m)

h (m)Slope (%)

x NIAV (rn(s) NIA

Tc (mm)Tc (hr)Tp (hr)


1.5 Trash Fallow or Minimum Tillage cultivation, strip cropped woodland(overiand flow)2.3 Short grass pasture (overland flow)2.7 Cultivated Straight row (overland flow)3.0 Nearly bare untilled (overland flow) or aliwial fans located in the Western mountain Regions4.6 Grassed Waterway6.1 Paved Areas (sheet flow); small upland gullies

P:Hydrotechnical\MCG I 0665\PR-KENNY DRAIN’[PR-CN,_C,_Tp.xls]Summary

F:\

10665.9

\DE

SIU

H\C

\5w

M\P

R-

KEN

NY

DR

AIN

\SN

MH

YM

O\P

R-(

WIT

HO

UT

PO

ND

S)\

6hr-

SC

S.t

xt

F:

\10

66

59\D

ES

ION

\C\S

WM

\PR

-K

EN

NY

DR

AIN

SN

MN

YM

O\P

R-

(WIT

HO

UT

PON

DS)

\6h

r-S

CS

.tx

t

2M

etr

icu

nit

s

1P

roje

ct

Mai

ne:

(Ow

enS

ound

Dra

inag

eS

tudy]

Pro

ject

Num

ber

:)M

CO

10665)

n%D

ate

:04

—12

—20

07R

Mo

dell

er

:)T

.Lo

zo

n)

*1C

om

pan

y:

R.J

.surn

sid

eand

Asso

cia

tes

RL

icense

8:

38

46413

%P

OS

T-D

EV

EL

OP

ME

NT

CO

ND

ITIO

N-

KE

NN

YD

RA

IN

*%W

ITH

OU

TPO

ND

S

*%

TN

EO

AM

nSY

AN

DM

AN

NER

OW

LIM

TE

DS

UR

FA

CE

WA

TE

RM

AN

AO

EN

EN

TR

EP

OR

TFO

RT

HE

*%

AN

DP

ET

SU

BD

IVIS

ION

,16

TH

AV

EN

UE

EA

ST

,D

AT

ED

JAN

UA

RY

2006,

HA

SB

EE

NR

EF

ER

EN

CE

D*

%A

ND

CO

NV

ER

TE

DFR

OM

MID

US

ST

OSW

MH

YM

OFO

RU

SE

INT

HIS

MO

DE

L.

‘1T

NE

OA

MSS

YA

ND

MA

RN

ERO

WL

IMT

ED

MID

US

SSY

OR

MW

AT

ER

MA

RA

OE

NE

NT

MO

DE

LH

AS

*%

CA

LC

UL

AT

ED

FLO

WS

FRO

M8T

HS

TR

EE

TE

AS

TT

O16

TH

ST

RE

ET

EA

ST

ON

16T

HA

VE

NU

EE

AS

T.

*%

2-y

ear

SC

ST

ype-I

lS

torm

Dis

trib

uti

on

for

Ow

enS

ound,

ON

.(6

-hour)

ST

AR

TT

IER

O=

]0.0

),M

ET

OU

T=

)2],

NS

TO

BM

=]l

),H

RU

H(1

]V

25C

56.s

tn”)

n--

sto

rmfi

lenam

e

II

RE

AD

STO

RM

ST

OR

M_F

ILE

NA

ME

=V

STO

RM

.0

01

)*

5I

*5

*5

ST

AR

TO

FSY

DE

NH

AM

SCH

OO

LST

OR

MSE

WE

RS

YS

TE

N(C

-3l1

9)

*5

TH

EC

AL

IBSY

AN

OH

YD

ILL

US

TR

AT

ED

BE

LO

WD

ES

CR

IBE

SP

OS

TD

EV

EL

OPM

EN

TC

AT

CN

ME

NY

*5

AR

EA

FOR

SYD

EN

HA

MS

CH

OO

L.

TH

EFL

OW

CA

LC

UL

AT

ED

INT

HIS

MO

DE

LH

AS

BE

EN

*5V

ER

IFIE

DW

ITH

TH

EM

IDU

SS

MO

DE

LC

AL

CU

LA

TE

DB

YO

AN

BSY

AN

DM

AN

NER

OW

LIM

ITE

DA

ND

*5

AL

SO

BY

SYD

NE

NA

MSC

HO

OL

SWM

NY

MO

MO

DE

L.

*5

*5

IC

AL

lSST

AN

DH

YD

ID

)4

),

HN

YD

VT

RA

79

,D

T=

)2h

min

),A

NE

An

)l.B

2H

ha),

XIM

P=

)0.6

],T

IMP

=)0

.6),

DW

F=

)0](

cm

s),

LO

SS

=]2

),S

CS

curv

enum

ber

CH

=)7

7),

Perv

ious

surf

acem

:IA

per=

)5.O

Hm

m),

SL

PP

=)0

.5])

%),

LO

P=

)70

flm

),M

NP

=)0

.030),

SC

P*

)Ofl

hrs

(,Im

perv

iou

ssu

rfaces:

IAim

p*

)2,O

Hm

m),

SL

PI)

0.5

H%

),L

OI*

]170fl

m),

MN

I=]0

.013),

SC

I*]O

hh

rs),

RA

INF

AL

L=

),

,,

,)

(mm

/br)

,E

ND

=-1

II

*5

%E

ND

OF

SYD

NE

HA

MSC

HO

OL

STO

RM

SEW

ER

*5S

TA

RT

OF

8TH

ST

RE

ET

EA

ST

STO

RM

SEW

ER

,W

EST

OF

16th

AV

EN

UE

)C-3

666(

*5

*5

*5

IC

AL

lSST

AN

DH

YD

ID=

)1),

HN

YD

=)’

AB

’),

D’F

=)2

Hm

in),

AR

EA

*)0

.27R

])ha(,

XIM

P=

)0.5

),T

IMP

=)0

.5),

DW

F—(0

)(c

am

),L

OS

S—

]2),

SC

Scu

rve

num

ber

CH

=)7

7),

Perv

ious

su

rfaces:

IAper=

)5.B

flm

m),

SL

PP

=)2

.OH

%(,

LO

P=

)B2)

(5),

MN

P=

]0.0

3),

SC

P=

)0)

)hrs

),Im

perv

iou

ssu

rfaces:

IAin

p=

)2.0

])m

m),

SL

PI=

)2.0

H%

(,L

OI*

)B2

He),

MN

I=)0

.013],

SC

I=]O

hhrs

),R

AIN

FA

LL

=)

,,

,,

Inm

/br)

,E

ND

=-l

II

RO

UT

EP

IPE

PT

YP

E=

)l)C

irC

,ID

Out=

)2),

NH

YD

nV

Pip

e16),

RN

UM

mE

R)1

6),

PD

IAN

=)5

25)

(mm

),P

LH

OY

N=

)l5

))n

)P

RO

UO

H=

)0.0

13

),P

SL

OP

E=

)0.0

2fl

n/n

),ID

in=

)1),

RD

T=

)10)

(mm

)*5

I%

TH

EFO

LL

OW

INO

AD

DN

YD

CO

MB

IHE

ST

HE

PO

ST

DE

VE

LO

PME

NT

RO

UT

ED

FRO

MA

R

%T

OT

HE

TO

TA

LR

OU

TE

DP

OS

TD

EV

EL

OPE

ME

NT

FLO

WFR

OM

TR

A7

*5I

AD

DN

YD

IDsu

m=

)3),

NN

YD

=V

TR

AB

*),

1Dm

toad

d*

)2+

4)

*5I

CA

LlS

STA

ND

HY

DID

=)4

],N

HY

D=

VA

9),

DT

=)2

Hnin

(,A

RE

A=

)0.2

B4

flh

a(,

XIM

P=

)0.1

),T

IMP

=)0

.l),

DW

F*)0

)(cm

m),

LO

SS

=(2

),S

CS

cu

rve

nu

mb

er

CN

-)7

7),

Perv

ioum

surf

aces:

IAp

er=

)5.O

Hm

m),

SL

PP

=)4

.l)(

%),

LO

P=

)lO

Ofl

n),

MB

P=

)0.0

3),

SC

P=

)Ofl

hrs

(,Im

perv

ious

surf

aces:

IAim

p*

(2.0

)(m

m),

SL

PI=

(4.1

)(5

),L

OI)

35)

)m)

MH

I=)O

.013),

SC

I=)0

)(b

ra)

RA

INF

AL

L*)

,,

,,

I(m

m/b

r),

EN

D-1

*5I

RO

UT

EP

IPE

PY

YP

E=

)l(c

irc,

IDo

ut*

)5],

HH

YD

=V

Pip

el7

”),

RN

UM

nE

R=

)17

),P

DIA

N=

)525)

(mm

),P

LH

OT

H=

)29)

(a)

PR

DU

OH

=)0

.013),

PS

LO

PE

*)0

.02))

m/m

(,ID

in=

)4),

RD

’F=

)lO

)(m

m)

*5 *5T

HE

FOL

LO

WIN

OA

DD

HID

CO

Mm

INE

ST

HE

TO

TA

LP

OS

TD

EV

EL

OPM

EH

TFL

OW

FRO

M%

AR

TO

TH

ER

OU

TE

DP

OS

TD

EV

EL

OP

EN

EN

TFL

OW

FRO

MA

S

IA

DD

NY

DID

aum

*)6

),N

HY

D=

)”T

RA

9),

IDa

toadd=

)5+

3)

*5

CA

LlS

STA

ND

NY

DID

-)7),

NN

YD

=vA

lO”)

,D

’F=

)2H

min

(,A

RE

A*

)0.R

91

()h

a),

XIM

P)0

.5),

TIM

P=

]0.5

),D

WF

*]O

Hcm

m(,

LO

SS

=)2

),S

CS

cu

rve

nu

mb

er

CN

=)7

7),

Perv

ioum

surf

aces:

IAp

er—

)5.O

Hm

m(,

SL

PP

=)3

.6H

%),

LO

P—

)lS

OH

m),

MN

P=

)0.0

3),

SC

P*)O

Hhrs

(,Im

perv

ious

surf

aces:

IAim

p*)2

.OH

mm

(,S

LP

I=)3

.6fl

%),

LO

I=)7

3]

(m)

,M

HI=

)0.0

13

),S

CI=

)0)

(hrm

(R

AIN

FA

LL

=]

,,

,,

((am

/br)

,E

ND

=-l

*5 RO

UT

EP

IPE

PT

YP

E—

)l)c

irc,

IDout*

)R),

NH

YD

*V

Pip

elB

),R

MU

MB

ER

)lR

),P

DIA

M.]

525)

(mm

),P

LN

OT

N)6

0)

(a)

PR

OU

OH

—)0

.01

3),

PS

LO

PE

=)0

.02H

m/m

(,ID

in—

)7),

RD

T=

)l0)

(mm

)*5 *5

TH

EFO

LL

OW

IHO

AD

DM

IDC

OM

BIN

ES

TH

ET

OT

AL

PO

ST

DE

VE

LO

PME

NT

FLO

WFR

OM

%A

ST

OT

HE

RO

UT

ED

PO

ST

DE

VE

LO

PE

NE

NT

FLO

WFR

OM

AlO

II

AD

DN

YD

IDaum

=)9

),N

HY

D=

)TR

A1

O),

1Dm

tom

dd=

)B+

6)

II

CA

LIB

SYA

ND

NY

DID

=)l

),N

NY

D=

VA

11

9,

DT

=)2

))m

in),

AR

EA

=)0

.B2S

Hha),

XIM

P=

)0.5

),T

IMP

(0.5

),D

WF

]0])

cm

s),

LO

SS

=)2

],S

CS

cu

rve

nu

mb

er

CN

-)7

7),

Perv

ioum

surf

aces:

IAp

er=

)5.O

Hm

m),

SL

PP

=)3

.6H

%),

LO

P)l

SO

Hm

(,M

NP

=)0

.03),

SC

P=

)OH

hrs

),Im

perv

ious

surf

aces:

IAim

p*)2

.OH

mm

(,S

LP

I=)3

.6])

%(.

LO

I=)6

7](

m(,

MN

I=]0

.01

3),

SC

I=)0

)(b

ra),

RA

INF

AL

L=

),

,,

,((

mm

/br)

,E

ND

=-l

II

RO

UT

EP

IPE

P’F

YP

E-)

l)cir

c,

IDout

)2),

NH

YD

)Pip

el9

),R

NU

MB

ER

=)l

9),

PD

IAN

*)5

25H

am

),P

LN

GT

H*)5

9)(

m(,

PR

OU

OH

=)0

.0i3

),P

SL

OP

E=

)0.0

2](

m/m

(,ID

in=

)l],

RD

’F=

)tO

)(m

m)

*5 %T

NE

FOL

LO

WIN

OA

DD

HID

CO

MB

INE

ST

HE

TO

TA

LP

OS

TD

EV

EL

OPM

EN

TFL

OW

FRO

M%

AlO

TO

TN

ER

OU

TE

DP

OS

TD

EV

EL

OPE

ME

NT

FLO

WFR

OM

All

*5I

AD

DN

YD

IDaum

=(3

),M

NY

D=

)TR

A11),

IDa

toadd-)

9.2

)

IC

AL

lSST

AN

DH

YD

ID

)4),

NN

YD

*V

A12),

DT

n)2

))m

in(,

AR

EA

=)0

.3)(

ba(,

XIM

P=

)B.2

),T

IMP

=)0

.2),

DW

F=

)B])

cm

s),

LO

SS

=)2

),S

CS

cu

rve

nu

mb

er

CN

=]7

7),

Perv

ioua

surf

aces:

IAper*

(5.0

)(m

m),

SL

PP

=)5

.0)(

%),

LO

P=

)150)(

m),

MN

P=

)B.B

3),

SC

P=

]0]

(bra

),Im

perv

ious

surf

aces:

IAim

p*

]2.0

)(r

an),

SL

PI=

(5.0

])%

),

F;\

10665.9

\DE

SIG

N\C

\SW

M\P

R-

KE

NN

YD

RA

IN\5

WM

NY

MO

\PR

-(W

ITN

OU

TP

ON

DS

fl6

hr-

SC

S.t

at

F;\

10665.9

\DE

SIG

NC

SE

NP

R-

KE

NN

YD

RA

INS

WM

NY

MO

\PR

-)W

ITH

OU

TP

ON

DS

fl6

hr-

SC

S.t

xt

LG

I(5

8(1

5),

MN

I=)O

.0l3

(,S

CI=

(0()

hrs

(,R

AIN

FA

t.L

=(

,,

,1C

mh

r)5

1)0

=-I

II

RO

UT

EP

IPE

PT

YP

E=

(l)c

irc,

Iflo

ut=

(5(,

NH

YD

=V

Pip

e2

O9,

RN

UM

NE

R=

(20),

PD

IAM

=(5

25(

)ma),

PL

NG

TN

=(6

8.5

](a

),P

RO

UG

N=

)0.0

l3(,

PS

LO

PE

=(O

.02

fls/

s(,

IDin

=(4

(,R

DT

=)3

0(

(sin

)I

I*

%T

NE

FOL

LO

WIN

GA

DD

NY

UC

OM

BIN

ES

TE

ET

OT

AL

PO

ST

DE

VE

LO

PME

NT

FLO

WPR

OM

%A

llT

OT

NE

RO

UT

ED

PO

ST

DE

VE

LO

PEM

EN

TFL

OW

FRO

MA

12

II

AD

DN

YU

IDsu

s=

)6(,

NN

YD

=V

TR

A12),

IDa

toad

d=

(5+

3)

IC

AL

INST

AN

DN

YD

ID=

(7),

NN

YD

=V

A1

3’(

,D

T=

)2))

min

),A

RE

A=

)0.3

1((

ha),

XIM

P=

)0.3

),T

IMP

=)0

.3),

DW

F=

(0((

css

),L

OS

S=

(2),

SC

Scu

rve

num

ber

CN

=(7

7(,

Perv

ious

su

rfaces:

IAper=

(5.0

)(s

un),

SL

PP

=(2

.011%

),L

OP

=(6

81

(s),

MN

P=

(0.0

3(

SC

P=

(0(

)hra

(,Im

perv

iou

ssu

rfaces;

IAis

p=

(2.0

)(m

(,S

LP

I=[2

.OH

%),

LG

I=(6

8)

(a),

MN

I=(0

.013(

.S

CI=

(0(

(bra

)R

AIN

FA

LL

=(

,,

$,

((as/b

r),

EN

D=

-l

II

RO

UT

EP

IPE

P’r

YP

K=

(l(c

irc,

IOo

ut=

(8(,

NN

YD

=(P

ipe2l(

.R

SU

MN

ER

=)2

1(,

PD

IAM

=1

52

51

)m),

PLN

GT

N=

(52

.5((

a(,

PR

OU

GN

=)0

.01

3(,

PS

LO

PE

=(0

.Ol9

Hm

/s(,

IOin

=(7

),R

o’r

=(l

O(

(sin

)

II

%T

NE

FOL

LO

WIN

GA

DD

NY

UC

OM

BIN

ES

TN

ET

OT

AL

PO

ST

DE

VE

LO

PME

NT

FLO

WFR

OM

%A

12T

OT

NE

RO

UT

ED

PO

ST

DK

VE

LO

PEM

EN

TFL

OW

PRO

MA

13

IA

DD

NY

UlD

sus=

)9(,

NN

YU

=V

TR

A13’(

,lo

sto

ad

d=

(8+

6(

IC

AL

INST

AN

ON

YD

IU=

(l(,

NN

SD

=)’

A14”),

DT

-(2(

(aim

),A

RE

A=

(0.2

24

flh

a),

XIM

P=

)0.3

(,T

IMP

=(0

.3),

DW

F=

(OH

css

),L

OS

S=

)2(,

SC

Scu

rve

num

ber

CN

=(7

7),

Perv

ious

su

rfaces;

lAper

(5.O

Hm

),S

LP

P=

(2.0

(C%

(,L

OP

=(S

OH

s),

MN

P=

(0.0

3(,

SC

P=

(0(

(bra

),Im

perv

iou

ssu

rfaces;

IAia

p-

(2.0

)(a

s),

SL

PI=

(2.0

)1%

),L

OI—

(SO

Hs(

,M

NI=

)0.0

13(,

SC

I=(0

)(b

ra),

RA

INF

AL

L=

).

,,

((m

/hr(

,E

NO

=-l

II

RO

UT

EP

IPE

PT

YP

E=

(l)c

irc,

Ioo

ut=

(2(,

NN

YD

)P

ipe2

2),

RN

UM

NE

R=

(22(,

PD

IAM

=)6

00(

(as),

PLN

GT

N(5

2(

(a),

PR

OU

GN

=(0

.01

3),

PS

LO

PE

=)0

.01

25

)(s/s

),ID

in=

(1(,

RO

T=

(l0

((s

in)

II

fl

TN

EFO

LL

OW

ING

AD

ON

ED

CO

MB

INE

ST

NE

TO

TA

LP

OS

TD

EV

EL

OPM

EN

TFL

OW

FRO

M%

A13

TO

TIl

ER

OU

TE

DP

OS

TD

EV

EL

OPE

ME

NT

FLO

WFR

OM

A14

II

AD

ON

YU

IOau

s=

(3),

WN

YD

=V

TR

A1C

(,ID

ato

ad

d=

(2.9

)

IC

AL

INST

AN

ON

YD

10=

14).

NN

YD

=V

A1S

),12

1=12

)(s

in),

AS

KS

(0.2

36

1(h

a),

XIM

P=

(0.3

),T

IMP

=(0

.3),

UW

F=

[0((

css

(,L

OS

S=

)2(,

BC

Ecurv

enum

ber

CN

=)7

7),

Perv

ious

su

rfaces;

IAp

er=

)5.O

flaa),

SL

PP

=)2

.0)(

%(,

LO

P=

(50)(

s(,

MN

P=

(0.0

3),

SC

P=

(OH

hra

(,Im

perv

iou

ssu

rfaces;

IAia

p=

(2.0

((aa(,

SL

PI=

(2.0

))%

),L

OI=

(50(

(a),

MN

I=)0

.013)

,S

CI=

(0)

(bra

),R

AIN

FA

LL

=)

,,

,,

((as/b

r),

EN

O=

-l

II

RO

UT

EP

IPE

PT

YP

E=

)1(c

irc,

IDo

ut=

)5),

NN

YO

=(P

ipe2

3),

RN

UM

NE

R=

)23),

PDIA

M=

(7501

as).

PLN

GT

N=

110)

(a),

PR

OU

GN

=(0

.01

3(,

PS

LO

PE

=)0

.00

5)(

a/a

),IU

is=

)4(,

RD

T=

(10)

(sin

)

II

%T

NE

FO

LL

OW

ING

AD

ON

YU

CO

MB

INE

ST

NE

TO

TA

LP

OS

TD

EV

EL

OP

ME

NT

FLO

WFR

OM

*%A

14

TO

TN

ER

OU

TE

DP

OS

TD

EV

EL

OP

EM

EN

TFL

OW

FRO

MA

lS

II

AD

ON

YU

IDaus=

(6(,

NN

YD

=(T

RA

15),

IDa

toad

d=

(5+

3)

I

%E

ND

OF

8th

ST

RE

ET

EA

ST

STO

RM

SEW

ER

%S

TA

RT

OF

AR

EA

SOU

TN

8TN

ST

RE

ET

EA

ST

CA

TC

NM

EN

TA

RE

A1

01 I

IC

AL

INST

AN

UN

SO10=

11),

NN

SO

=(A

lOl”

),O

T=

(2)

(sin

),A

RE

A=

(3.0

()h

a(,

XIM

P=

)0.6

),T

IMP

=)0

.6(,

DW

F=

(OH

cm

),L

OS

S=

(2(,

SC

Scu

rve

nu

mb

er

CN

=(8

3(,

Perv

iuu

asurf

aces;

IAper=

(5.0

(han),

SL

PP

=)l

.Ofl

%(,

LO

P=

(lS

OH

s(,

MN

P=

(0,0

13(,

SC

P=

(0(

(bra

),Im

perv

ious

surf

aces;

IA

isp

(2

.0)

as),

SL

PI=

(1.0

((%

),L

OI=

(150(

(5

),

51(1

=10.0

13),

SC

I=(0

((b

ra),

RA

INF

AL

L=

(,

,,

,((

as/b

r),

EN

O=

-1

II

RO

UT

EP

IPE

PT

YP

E=

)1)c

irc,

IUo

ut=

(2),

NN

YD

=V

Pip

e2

C(,

RN

UM

NE

R=

(24),

PU

IAM

=(9

00

)(a

s),

PL

NG

TN

=(6

0(

)a)

PR

OU

GN

=)0

.013(,

PS

LO

PE

=(0

.0075H

a/a

),ID

in=

)l(,

RO

T=

(10

((s

in)

II

RO

UT

EP

IPE

PT

YP

E=

(1(c

irc,

Ioout=

)3),

NN

YD

=V

Pip

e2

S(.

RN

UM

NE

R=

(25(,

PO

IAM

=(7

50

((a

s),

PL

WG

TN

=(3

6((a

)P

RO

UG

N=

(0.0

13).

PS

LO

PE

=(0

.OO

4H

m/a

(,ID

in=

(2(,

RD

T=

)10(

(aim

)

II

%T

EE

FOL

LO

WIN

GA

DO

NY

DC

OM

BIN

ES

TN

ET

OT

AL

PO

ST

DE

VE

LO

PME

NT

RO

UT

ED

FLO

WFR

OM

fl

CA

TC

NM

EN

T101

TO

TE

ET

OT

AL

PO

ST

DE

VE

LO

PME

NT

FLO

WFR

OM

Al5

.I

IA

DD

NE

DIO

aua=

(4(,

NN

SU

=V

TN

A1O

1(,

IDa

toad

d=

(6.3

(I

%T

OT

AL

CO

MB

INE

OFL

OW

FRO

MSY

ON

EN

AM

SC

NO

OL

,8th

ST

RE

ET

EA

ST

)WE

STO

F16

TN

AV

E(

%A

ND

CA

TC

NM

EN

TA

RE

A1

01

,R

OU

TE

DT

O16th

AV

EN

UE

IR

OU

TE

PIP

EP

TY

PE

=)I

(cir

c,

Ioo

et=

(5(,

fIJ BURNS1DE - Owen Sound · 2016-11-04 · SCS Curve Number and Uplands Method Reference Sheet SCS...

Documents

Transcript of fIJ BURNS1DE - Owen Sound · 2016-11-04 · SCS Curve Number and Uplands Method Reference Sheet SCS...