rpt final mossey river ea 20130530 - Province of Manitoba · rts\final\rpt _final_mo ject is the R...

44
FORK R ASSESS Introductio May 30, 20 fl v:\1114\active\ 1.0 I The Rura low-level the town (PTH) 20 29-20W; crossing The exist concrete (Photogr Photogr Source: UN IVER LOW- SMENT REP n 013 \113731800\05_report Introduct al Municipali crossing ov of Fork Rive 0 and one m UTM: Zone (“the Projec ting structure slab, is in a aph 1-1). aph 1-1 NIES 2012 -LEVEL CRO PORT t_deliv\reports\final\rpt tion ty (RM) of M ver the Fork er, approxim ile (1.6 km) 14U: X-416 ct”). e, consisting a bad state o The Fork OSSING RE t _final_mossey_river_ Mossey Rive River (Photo mately eight m south of Pro 6346, Y-5708 g of ten 800- of repair due River Low- EPLACEMEN _ea_20130530.docx r proposes t ograph 1-1), miles (13 km ovincial Road 8405; Map 1 -mm diamete to flood dam Level Cross NT – ENVIR to replace an , which is loc m) west of Pr d (PR) 269 ( 1-1) with a ne er corrugate mage sustain sing RONMENTA n existing flo cated on a m rovincial Tru (legal land lo ew curbed lo ed steel culve ned in June AL ood-damage mile road we unk Highway ocation: NW ow-level erts with a 2010 1.1 ed est of y W 27-

Transcript of rpt final mossey river ea 20130530 - Province of Manitoba · rts\final\rpt _final_mo ject is the R...

FORK RASSESSIntroductioMay 30, 20

fl v:\1114\active\

1.0 I

The Ruralow-levelthe town (PTH) 2029-20W; crossing

The existconcrete (Photogr

Photogr

Source: UN

IVER LOW-SMENT REPn

013

\113731800\05_report

Introduct

al Municipali crossing ovof Fork Rive

0 and one mUTM: Zone(“the Projec

ting structureslab, is in a

aph 1-1).

aph 1-1

NIES 2012

-LEVEL CROPORT

t_deliv\reports\final\rpt

tion

ty (RM) of Mver the Fork er, approximile (1.6 km) 14U: X-416

ct”).

e, consistinga bad state o

The Fork

OSSING RE

t _final_mossey_river_

Mossey RiveRiver (Photo

mately eight msouth of Pro

6346, Y-5708

g of ten 800-of repair due

River Low-

EPLACEMEN

_ea_20130530.docx

r proposes tograph 1-1),miles (13 kmovincial Road8405; Map 1

-mm diameteto flood dam

Level Cross

NT – ENVIR

to replace an, which is loc

m) west of Prd (PR) 269 (

1-1) with a ne

er corrugatemage sustain

sing

RONMENTA

n existing flocated on a mrovincial Tru(legal land loew curbed lo

ed steel culvened in June

AL

ood-damagemile road weunk Highwayocation: NWow-level

erts with a 2010

1.1

ed est of y

W 27-

 

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VenlawSifton

Magnet

Kulish

Halicz

Dutton

Ukraina

Petlura

Paulson

Million

Grifton

Garland

Edillen

EclipseDauphin

Rorketon

Oak Brae

Freedale

East Bay

Ashville

Trembowla

TimbertonShortdale

Moose Bay

Grandview

Ethelbert

Oako Beach

Vimy Ridge

Mink Creek

Fork River

Ochre Beach

Meadowlands

Laguna Beach

Winnipegosis

Valley River

Toutes Aides

Spruce Creek

Spruce Bluff

Fishing River

Gilbert Plains

Drifting River

Sifton Junction

Valley River Reserve Dauphin

Ethelbert

Grandview

Lawrence

Mossey River

Alonsa

Gilbert Plains

Hillsburg

Mountain South

Ste. RoseOchre River

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DATE

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COORDINATESYSTEM

«LEGEND

NAD 1983 UTM Zone 14N

DATA SOURCE:GEOBASE CANADA, MLI, CANVEC,STANTEC CONSULTING LTD.

!(

PROJECTSITE

MANITOBA ONSK

Hudson Bay

0 5.52.75 Miles

0 105 Kilometres

DRAFT"S River Crossing Area

!( Community

Rural Municipalities

Provincial Highway

Provincial Road

DauphinLake

Fork River

Fishing River

Mink Creek

Valley Rive

r

Dr i f ting River

Garla ndRi

ver

"S

!(Zelana

INSET MAP of RIVER CROSSING

UV269

Fo rk River

 

FORK RASSESSIntroductioMay 30, 20

1.2

1.1 T

For the pRiver (he

For furthe

Mr. Bill HRural Mu100-2nd AFork RiveTelephonFax: (204

This Envlocal con

Mrs. CarEnvironmStantec C603-386 WinnipegTelephonFax: (204Email: ca

1.2 B

At the reqRM of Molevel crosestimatedconcrete The rainsassociate

The inspMr. Ken Wfollowing

The c

Debr

The s

IVER LOW-SMENT REPn

013

THE PROPO

purposes of dereafter “the

er informatio

Hildebrand, Cunicipality of Avenue Easter, MB R0L ne: (204) 654) 657-2202

vironmental Intact is:

men Anseeumental PlannConsulting LBroadway

g, MB R3C ne: (204) 9284) 942-2548armen.ansee

BACKGROU

quest of Maossey Riverssing locatedd to have bedeck. The c

s caused waed debris un

ections wereWarkentin o items were

concrete dec

is was found

settled concr

-LEVEL CROPORT

ONENT

developmenProponent”)

on regarding

Chief AdminiMossey Riv

t 0V0

7-2331

mpact Asse

uw, B.Env.Sner Ltd.

3R6 8-8809 euw@stante

UND

nitoba Emer, Stantec cod within the

een construccrossing susater levels tondermining th

e performedof the RM of

noted as da

ck deflected

d upstream,

rete was und

OSSING RE

fl v:\1

nt licensing, t).

g the RM of M

istrative Offiver

essment was

St.

ec.com

rgency Measnducted visuRM of Moss

cted betweenstained damao rise considehe structural

by Mr. RuijiMossey Riv

amage to the

down on the

blocking the

der water.

EPLACEMEN

114\active\113731800

the propone

Mossey Rive

cer

s prepared b

sures Organual inspectiosey River. Thn 1940-1950age during herably, with l stability of t

in Zhang, P.er on Auguse existing cro

e upstream

e inlets of so

NT – ENVIR

0\05_report_deliv\repo

ent of the Pro

er, please co

by Stantec C

nization (MEons of flood-he existing c0, is a venteheavy rains othe resultanthe crossing

.Eng., of Stast 25, 2010. ossing:

side (Photog

ome culverts

RONMENTA

orts\final\rpt _final_mo

oject is the R

ontact the fo

Consulting Lt

MO), and on-damaged brcrossing oved, low-level on June 17 ant fast moving.

antec accomDuring the i

graph 1-2).

s.

AL

ossey_river_ea_20130

RM of Mosse

ollowing:

td. (Stantec)

n behalf of thridges and aer the Fork Rcrossing witand 18, 201g water and

mpanied by nspection, th

0530.docx

ey

. The

he a low-River, th 0.

d

he

FORK RASSESSIntroductioMay 30, 20

fl v:\1114\active\

Photogr

Source: St

ManitobaAugust 2River is cAct (1987alteration

Stantec sStewardsMossey R

IVER LOW-SMENT REPn

013

\113731800\05_report

aph 1-2

antec

a Conservati28, 2012 thatconsidered a7) and theren.

submits this ship for a lowRiver.

-LEVEL CROPORT

t_deliv\reports\final\rpt

Upstream

ion and Watt the replacea "Class 2 Deby requires

environmenw-level cross

OSSING RE

t _final_mossey_river_

m – Damage

ter Stewardsement of the evelopmentan Environm

ntal assessmsing replace

EPLACEMEN

_ea_20130530.docx

d Deck

ship has indiflood-dama

t" pursuant toment Act Lice

ment to Maniement projec

NT – ENVIR

cated to Staaged low-leveo s. 11 of Thence prior to

toba Consect on behalf o

RONMENTA

antec, in a leel crossing ohe (Manitobao constructio

rvation and of the owner

AL

etter dated over the Fora) Environmon, operation

Water r, the RM of

1.3

rk ment

n and

FORK RASSESSIntroductioMay 30, 20

1.4

1.3 P

The curresettled inand the bproposedpre-floodculverts wassessmlow-level

1.4 P

The follo

1) Repawas s

2) Replarequidesigwas cbecawould

3) Leavthere

Replacinthe prefedesign waquatic o

IVER LOW-SMENT REPn

013

PROJECT N

ent structuren several locblocked culvd replacemed condition awill also imp

ment report, c crossing is

PROJECT A

wing Project

air: The conseen as a te

ace the Exisred bridge s

gn, the cost fcost prohibituse of the shd need to be

ve As-Is: Theefore, the RM

g the existinerred approawill also meetorganisms th

-LEVEL CROPORT

NEED AND P

e has severaations. The

verts make itent will help tnd provide a

prove the abiconsulting ennot expecte

ALTERNATI

t alternatives

dition of the emporary me

sting Crossinstructure woufor a bridge tive for the Rhallow flow a

e long, and t

e poor conditM did not see

ng low-level ach as it is ant all fish pas

hrough the c

OSSING RE

fl v:\1

PURPOSE

al plugged custructure is

t difficult for fto improve loa reliable meility of fish tongineers UN

ed to change

IVES

s were cons

crossing haeasure that w

ng with a Briduld be of conwas estimat

RM. The repland the lenghus costly, d

tion of the cre this as an o

crossing witn efficient ansage requireulverts.

EPLACEMEN

114\active\113731800

ulverts and treported to bfish to pass ocal infrastrueans of crosso navigate thNIES Ltd. (20e the ongoing

sidered durin

as been steawould not pr

dge: Becausnsiderable leted to be appacement cro

gth of any redue to the hi

rossing makoption.

h a new lownd cost effecements by fa

NT – ENVIR

0\05_report_deliv\repo

the concretebe regularly in normal co

ucture by retsing the For

he crossing.013) concludg streamban

ng planning:

adily deteriorrovide a long

se the crossength. Basedproximately ossing also pplacement righ angle of

kes it unusab

w-level crossctive means acilitating mo

RONMENTA

orts\final\rpt _final_mo

e slab has crout service

onditions (Uturning the crk River. TheIn their hydr

ded that the nk and botto

rating over thg- term solut

ing is in a vad on concep$1.5M - $2.presents a proadway struskew (UNIE

ble several ti

ing was deteof fording th

ovement of f

AL

ossey_river_ea_20130

racked and for short peNIES 2012)crossing to ite addition of rologic replacemenm processe

he years. Retion.

alley, the ptual level 0M. This op

practical soluucture for theES 2012).

imes every y

ermined to bhe river. Thefish and othe

0530.docx

eriods . The ts f new

nt s.

epair

tion ution e site

year;

be e er

 

FORK RASSESSProject DesMay 30, 20

fl v:\1114\active\

2.0 P

2.1 P

The existcorrugatewidth andand 700-place conremovedreplacemhydraulicOceans (the hydra

As part oRiver willaround thnatural sfrom the to protecbe protecfines prio

2.1.1 P

The ProjePTH 20 aCoordinaland loca

2.1.2 C

The consarea anddown are

2.1.3 P

Construc2013 andinstallatio

IVER LOW-SMENT REPscription 013

\113731800\05_report

Project D

PROJECT

ting Fork Rived steel culvd 20 m in len-mm x 1,100ncrete deck and the rep

ment structurcs of the rep(DFO) fish paulic opening

of the low-levl be partiallyhe low-level lopes of the inlet and ou

ct and isolatected by 300 or to placing.

Project Loc

ect is locateand one mileates of the Pation: NW 27

Constructio

struction “food cleared areea, which wi

Project Pha

ction will be ud end in Decon of the firs

-LEVEL CROPORT

t_deliv\reports\final\rpt

Descriptio

SUMMARY

ver Low-Levverts with a cngth. The re

0-mm-wide a(see Dwg-S

placement stre will have alacement str

passage requg will be gre

vel crossing y reshaped to

crossing to river upstretlet and be i

e the streammm nomina.

cation

d on a mile e (1.6 km) so

Project Site a7-29-20W.

on Footprint

otprint” will ineas and is esll utilize the

ases and Sc

undertaken cember 2013st five arch c

OSSING RE

t _final_mossey_river_

on

Y

vel Crossingconcrete slaplacement s

arched CorruSB701). The tructure will a similar in-wructure crossuirements duater than the

replacemeno suit site coprovide a stam and downstalled 0.60 from any w

al diameter fi

road west ofouth of PR 2are as follow

t

nclude the restimated to bexisting road

chedule

in two phase3 and will invulverts of the

EPLACEMEN

_ea_20130530.docx

(Photographb above. Th

structure is pugated Metaexisting lowbe constructwater footprising will meeuring high ane existing cr

nt, the north onditions. Thtable slope, swnstream. A 0 m below thork occurrineld stone rip

f the town of269, within ths: X-416346

eplacement be approximd, for the rec

es: 1) Phasevolve the reme replaceme

NT – ENVIR

h 1-1) consishe crossing isproposed to l Pipes (CM

w-level crossted in the sant as the exet all Departnd low flowsrossing.

and south ehe embankmsuit riprap prock launch

he stream beg in the wate

prap. The rip

f Fork River,he RM of Mo6, Y-5708405

structure, rimately 660 m

ceiving and d

e 1 is anticipmoval of halfent crossing.

RONMENTA

sts of ten 80s approximaconsist of teP) with a cu

sing will be came locationxisting crossitment of Fishs (see Sectio

embankmentments will be

lacement anh apron will bed. A cofferder. The emb

prap will be c

, eight milesossey River 5 (UTM Zon

p rap erosiom2. There will

distributing o

pated to begif of the exist. The oppos

AL

00-mm diamately 10 m inen, 17.5-m-lorbed cast-in

completely n. The ing; the heries and on 2.1.5); an

ts of the For shaped loca

nd match thebe placed 1.dam will be

bankments wclean and fre

s (13 km) we(Map 1-1).

ne 14U); lega

on protectionl also be oneof equipmen

in in Octobeting crossingite side of th

2.1

eter n ong

n-

nd

rk ally e 00 m used

will ee of

est of

al

n e lay-nt.

er g and he

 

 

FORK RASSESSProject DesMay 30, 20

2.2

existing lpassageinvolve thDuring Porganismconcrete

In summ

Remo

Remo

Cons

Insta

Supp

Cast

2.1.4 I

The arch(masl) anwill have drain ope

2.1.5 F

The riveraverage passage Schwartz

2.2 P

2.2.1 W

It is anticProject cand bidd

IVER LOW-SMENT REPscription 013

ow-level cro; 2) Phase 2he removal ohase 2, the

m passage. Odeck will be

ary, to repla

ove any loos

ove debris u

struct/install

ll culverts.

ply and insta

new concre

Installation

h culverts wilnd an obvertan elevation

ening in the

Flow Veloci

r is expectedvelocity of 1guidelines f

z, pers. com

PROJECT

Workforce

cipated that aconstruction.ing process.

-LEVEL CROPORT

ossing will be2 is anticipateof the existinarch culvert

Once all the e constructed

ace the struc

se concrete

under the sla

a cofferdam

ll riprap.

te slab to pr

Elevations

l have an invt elevation on 295.86 macurb (295.65

ity

d to flow thro.64 metres p

for culverts lm. 2013).

CONSTRU

approximate The Project.

OSSING RE

fl v:\1

e left open ded to begin ng crossing ats installed inarch culvertd.

cture, constru

from the sla

ab and in the

.

rovide crossi

vert elevatiof 295.05 ma

asl, with a 1%5 masl) to al

ough the culvper second ess than 25

UCTION AN

ely three to st constructio

EPLACEMEN

114\active\113731800

during the insin January 2and installatn the first phts have been

uction will in

ab.

e culverts.

ing surface.

on of approxasl. The strea% slope towallow for wate

verts at 10.2(m/s; UNIESmetres in le

ND WORKF

six workers won contractor

NT – ENVIR

0\05_report_deliv\repo

stallation for2014 and ention of the rehase will provn installed, th

volve the fo

imately 294am bed is 29ards the cen

er drainage.

2 Cubic MetrS 2012). Thisength (avera

FORCE

will be emplor(s) will be s

RONMENTA

orts\final\rpt _final_mo

r fish and aqd in March 2

emaining arcvide fish andhe reinforce

llowing:

.35 metres a94.50 masl. ntre of the st

res per Secos is in accor

age velocity o

oyed at any selected thro

AL

ossey_river_ea_20130

quatic organi2014 and wich culverts. d aquatic d cast-in-pla

above sea leThe top-dectructure and

ond (CMS) ardance with fof 1.0 m/s;

one time duough a tende

0530.docx

sm ll

ace

evel ck a

at an fish

ring er

FORK RASSESSProject DesMay 30, 20

fl v:\1114\active\

2.2.1.1

The follo

An ex

A fron

Dump

Semi

Conc

A con

The follo

Ripra

Culve

Conc

Non-w

2.2.1.2

Equipmerequired crossing to reroute

There wiservice tr

2.2.1.3

A temporroad duriequipme

During repacking mfacilities

IVER LOW-SMENT REPscription 013

\113731800\05_report

Equipment

wing equipm

xcavator.

nt end loade

p trucks.

-trucks for tr

crete trucks.

ncrete pump

wing materia

ap – will cons

erts – ten 17

crete – up to

woven Geot

Traffic, Fue

ent and matewill vary, dewill be inope

e during the

ll be some furuck will like

Temporary

rary lay-dowing the consnt, refueling

emoval and cmaterials, cawill be locate

-LEVEL CROPORT

t_deliv\reports\final\rpt

t/Materials

ment is antic

er.

ransportatio

per truck.

als are antic

sist of appro

7.5-m-long a

approximat

textile – app

el-handling

erials will be epending upoerable durinduration of

uel storage aly be used to

y Storage Fa

wn area will bstruction pha and mainte

constructionardboard, coed at the Pro

OSSING RE

t _final_mossey_river_

ipated to be

n of machine

cipated to be

oximately 40

nd 700-mm

ely 70 m3.

roximately 6

and Equipm

transported on the type og demolitionthe Project.

at the Projeco refuel larg

acilities and

be establishease. The lay-nance, and

n waste mateonstruction moject site for

EPLACEMEN

_ea_20130530.docx

used during

ery and culv

e used during

0 m3 of 350

x 1,100-mm

660 m2.

ment Storag

to the Projeof equipmen

n and constru

ct site duringer construct

d Waste Man

ed at least 1-down sites wvehicle park

erials will bematerial overr the constru

NT – ENVIR

g constructio

verts.

g constructio

class (350 m

m-wide arche

ge

ect site by trunt and materuction; as a

g the Constrtion equipme

anagement

00 m from twill be used king and was

e generated (rages, etc.).

uction worke

RONMENTA

on:

on:

mm) fieldsto

ed CMP.

uck. The numrials to be deresult traffic

ruction Phasent.

he Fork Rivefor storage

ste disposal

(e.g. concreIn addition, rs.

AL

ne rocks.

mber of trucelivered. Thec will be requ

se. A mobile

er on the exof materials.

te rubble, remobile sani

2.3

cks e uired

isting s and

ebar itary

FORK RASSESSProject DesMay 30, 20

2.4

2.2.1.4

Table 2-1

M

Clearing

Grading

Construc

Dewater

Demolish

Road W

Compac

Construc

Pouring

Placing R

Operatin

Transpo

Storing /

IVER LOW-SMENT REPscription 013

Project Act

1 provides a

Major Projec

and Stripping

cting a Coffer

ring / draining

hing the Exist

idening

cting Granular

cting Concret

Concrete

Riprap

ng equipment

rting material

/ dispensing fu

-LEVEL CROPORT

tivities

an overview o

Table 2-1:to Co

ct Activity

g

rdam

/ pumping

ting Crossing

r Material

e Forms

/ vehicles

s / equipmen

uel

OSSING RE

fl v:\1

of the activit

Major Ponstruct the

Approbankprepaprepa

Embacrossmatchdown

To facconstmatergranuisolatiof the

Dewawaterthe cr

Remouse ofacilitamann

The ro

Compreplac

Buildi

Pourin

Layinm3). Tbe ins

Operabe req

t Materborrow

Speciutilize

EPLACEMEN

114\active\113731800

ties associat

Project Active Replaceme

oximately threarea in accor

are the Projecaration for layi

ankments will ing to provideh the natural sstream.

cilitate workinruction. The crial such as aular material wion materials.

e removal and

atering / drainr from isolatedrossing.

oval of the exif a back-hoe/ate removing

ner and permit

oad will be wi

pacting granucement struct

ng of concret

ng and finishi

g of slope proThe riprap wilstalled 0.30 m

ation of heavyquired for con

rial transportaw sources wil

ific areas or tred in the storin

NT – ENVIR

0\05_report_deliv\repo

ted with cons

vities Anticent Crossin

Descri

ee trees will brdance with cct site. Approxing riprap.

be shaped ae a stable slopslopes of the

ng in the dry focoffer dam wiqua-dams, sa

wrapped in po. The dams w

d construction

ing / pumpingd coffer dam a

isting structur/excavator. Ththe crossing t continued flo

idened on the

lar material foture base.

te form work w

ing concrete.

otection 350 cl extend 5 m f

m below the o

y equipment anstruction and

ation via heavll be required

ransportable ng and dispen

RONMENTA

orts\final\rpt _final_mo

structing the

cipated ng

iption

be cleared on ontract specifximately 300

round the prope, suit riprapriver upstrea

for crossing reill be made ofand bags, sheoly-plastic or owill be in placen phase.

g will be requareas during

re will be achhe use of coff‘in the dry’ inow of the rive

e south side o

or road impro

with untreated

class fieldstonfrom the inletriginal stream

and use of hed material tran

vy truck from s.

storage systensing of fuels

AL

ossey_river_ea_20130

e Project.

the southwesfications to m2 will strippe

oposed low-lep placement am and

emoval and f non-eartheneet pile or cleother suitablee for the durat

ired to removconstruction

ieved throughferdams will

n a phased er.

of the crossing

ovements and

d lumber.

ne riprap (400t and outlet an

m bed.

eavy trucks wnsportation.

suppliers and

ems will be s.

0530.docx

st

ed in

evel and

n ean e tion

ve of

h the

g.

d the

0 nd

will

d

FORK RASSESSProject DesMay 30, 20

fl v:\1114\active\

M

Transpo

Disposin

Disposin

Reveget

Storing m

2.3 P

2.3.1 R

Culvert maccordanMaintenabouldersthe struc

Routine (and June

2.4 P

There arecrossing

IVER LOW-SMENT REPscription 013

\113731800\05_report

Major Projec

rting solid con

ng solid const

ng liquid waste

tation and Lan

materials / eq

PROJECT

Routine Ma

maintenancence with DFOance, condu, garbage, icture.

(i.e., non-eme 15 of any g

PROJECT

e no plans tohas a desig

-LEVEL CROPORT

t_deliv\reports\final\rpt

Table 2-1:to Co

ct Activity

nstruction wa

ruction waste

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oregion and tn Ecodistrictce and adms and grassl

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NT – ENVIR

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NT – ENVIR

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NT – ENVIR

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EPLACEMEN

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highly impacl developmepotentially o

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NT – ENVIR

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UV366

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May 07, 2013113731800 4-3

DATE

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MOD CAG:\_GIS_Project_Folder\113731800_Mossey\ArcMaps\AreaMap2_20130228.mxd

COORDINATESYSTEM

«LEGEND

NAD 1983 UTM Zone 14N

DATA SOURCE:GEOBASE CANADA, MLI, CANVEC,STANTEC CONSULTING LTD.

!(

PROJECTSITE

MANITOBA ONSK

Hudson Bay

0 52.5 Miles

0 105 Kilometres

DRAFT!( Community

"S River Crossing Area

Rural Municipalities

Important Bird Area

Wildlife Management Area

Provincial Park

PFRA

DauphinLake

Fork River

Fishing River

Mink Creek

Valley Rive

r

Dr i f ting River

Garla ndRi

ver

Duck MountainProvincial Park

Long Island andLong Island Bay

IBA

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IVER LOW-SMENT REPnvironment 013

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ally consist otat (“Type C”arian vegetas and grasse

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FIGUREPROJECT

QA/QC APPROVED

AC

Apr 19, 2013113731800 4-1

DATE

DRAWN

CA CAG:\_GIS_Project_Folder\113731800_Mossey\ArcMaps\JPEG_photo_base.mxd

COORDINATESYSTEM

«LEGEND

NAD 1983 UTM Zone 14N

DATA SOURCE:GEOBASE CANADA, MLI, CANVEC,STANTEC CONSULTING LTD.

!(

PROJECTSITE

MANITOBA ONSK

Hudson Bay

0 0.20.1 Miles

0 0.50.25 Kilometres

DRAFT!( Community

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Perennial River

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Source: S

The 2011is shown50.4 yearemainin(87% in 2

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IVER LOW-SMENT REPnvironment 013

\113731800\05_report

Population

ulation in theple; Table 4-

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on 2011

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1 Statistics C in Appendixrs in 2011; wg constant a2011) was h

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t_deliv\reports\final\rpt

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of the populaer compared

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s for individucompared wcome earnen the RM of

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and 2011)

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rs before taxMossey Riv

EPLACEMEN

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RONMENTA

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ossey River

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539

614

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sey River

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sey 06 to

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FORK RASSESSExisting EnMay 30, 20

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Earnings

Governm

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IVER LOW-SMENT REPnvironment 013

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household s

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w income befo

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position of inl percentageand “other”

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ment transfers

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Statistics Canad

Education

75% of the pa, reported hry education

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NT – ENVIR

0\05_report_deliv\repo

Mossey Riv

RM of MossRiver

240

185

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34,256

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ba (2006)

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448,780

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2.5

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Business

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Math, Co

Architect

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Persona

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Source: S

IVER LOW-SMENT REPnvironment 013

\113731800\05_report

ge of the poy certificates

Table 4-5:

pulation betw

ficate, diploma

hool certificate

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ty certificate o

ty certificate,

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ulation in thed recreation

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EPLACEMEN

_ea_20130530.docx

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NT – ENVIR

university cerared to Man

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RM of MRive

32

2

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8

1

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RM of MRive

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0

0

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1

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1

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4.5.3 C

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No archapreviousheritage heritage points refrom aboManitobato 2000 ywith a seapproximnorthwes

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IVER LOW-SMENT REPnvironment 013

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NT – ENVIR

0\05_report_deliv\repo

Agricultural ettled areas ) and Ukrainudes the villae) and Fork Rere are two r

ultural area.nged from ueported to becres and 3,52s “cattle ran

ported as “otat and sheeptatistics Can

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