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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-
"S
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VolgaZelana
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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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UV367
UV364
UV269
UV276
UV481
UV490
UV362
UV585
UV584
UV274
UV273
UV481
UV269
UV269
UV366
UV274
[\10
[\20
[\5
[\10A
Study AreaMAPPROJECT
QA/QC APPROVED
AC
May 02, 2013113731800 1-1
DATE
DRAWN
MOD CAG:\_GIS_Project_Folder\113731800_Mossey\ArcMaps\StudyArea_20130424.mxd
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
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Provincial Road
DauphinLake
Fork River
Fishing River
Mink Creek
Valley Rive
r
Dr i f ting River
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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
e / sewage
ndscaping
uipment
OPERATIO
intenance
e will be condO Manitoba cted as requce build-up)
mergency) mgiven year.
DECOMMI
o decommisn life of 75 y
OSSING RE
t _final_mossey_river_
Major Ponstruct the
ste After transp
e Solid dispo
A certliquid faciliti
Reveg
Storamaint
ON
ducted by thOperational
uired, will incthat may pre
maintenance
ISSIONING
ssion the Proyears.
EPLACEMEN
_ea_20130530.docx
Project Active Replaceme
collection andported to an a
waste will besal ground.
tified disposaand sewage
ies used durin
getation will b
ge for materiatained on-site
he RM. The mStatement f
clude the remevent the eff
activities sh
G
oject along a
NT – ENVIR
vities Anticent Crossin
Descri
d temporary sapproved was
e disposed of
al contractor wwastes asso
ng constructio
be conducted
als and equipe within a cont
maintenancefor Culvert Mmoval of accficient passa
ould not be
a specified s
RONMENTA
cipated ng
iption
storage, solid ste disposal g
at an approve
will handle andciated with mon.
to stabilize d
pment is expetrolled area.
e will be carMaintenancecumulated deage of water
conducted b
chedule. Th
AL
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IVER LOW-SMENT REPnvironment 013
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oregion and tn Ecodistrictce and adms and grassl
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NT – ENVIR
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IVER LOW-SMENT REPnvironment 013
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Watersheds andDigital Elevation Model
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May 08, 2013113731800 4-1
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MOD CAG:\_GIS_Project_Folder\113731800_Mossey\ArcMaps\watesheds_DEM_20130306.mxd
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IVER LOW-SMENT REPnvironment 013
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MAPPROJECT
QA/QC APPROVED
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May 08, 2013113731800 4-2
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4.3.3 S
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4.3.3.1
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IVER LOW-SMENT REPnvironment 013
\113731800\05_report
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highly impacl developmepotentially o
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NT – ENVIR
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Sensitive FeaturesMAPPROJECT
QA/QC APPROVED
AC
May 07, 2013113731800 4-3
DATE
DRAWN
MOD CAG:\_GIS_Project_Folder\113731800_Mossey\ArcMaps\AreaMap2_20130228.mxd
COORDINATESYSTEM
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IVER LOW-SMENT REPnvironment 013
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IVER LOW-SMENT REPnvironment 013
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IVER LOW-SMENT REPnvironment 013
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ossey River
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sey River
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sey 06 to
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IVER LOW-SMENT REPnvironment 013
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position of inl percentageand “other”
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Mossey Riv
RM of MossRiver
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AL
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ba (2006)
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448,780
312,805
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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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Information S
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EPLACEMEN
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NT – ENVIR
university cerared to Man
pulation Aganitoba (200
RM of MRive
32
2
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8
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ntage of indources (14%%, respectiv
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RM of MRive
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IVER LOW-SMENT REPnvironment 013
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ultural and
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Morlan 2000)ance on seaBP have beeject site (Mo
points diagnto 500 yearsgroups were
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orlan 2000).
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NT – ENVIR
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ultural area.nged from ueported to becres and 3,52s “cattle ran
ported as “otat and sheeptatistics Can
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0530.docx
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IVER LOW-SMENT REPnvironment 013
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fur trade pose la Verendryent-day towny conductedn encampm(Burpee 192consisted o
ere in the vic90s until ca. ed a Fort Dahe post wasen recorded hwest of thefrom the No
land survey described asil to Fork Riv36-27-29 WPriver crossin
amm 1980). sent name i
FIRST NATI
e two Aborige Parcel 66A
ek First Natmately 52 km
iver First Na
VISUAL LAN
re is the primnt with thoseensity of col
aks and woohe original vnd transitionathe south fro
-LEVEL CROPORT
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st in the genye, eldest sun of Winniped a small expent of about27). The grof Cree or Ascinity of the 1820, both t
auphin adjac approximatalong major
e Project areorth West Co
of the townss level countver” is identiPM. Sectionng. The ForkThe Village n 1899 (Ham
IONS AND A
ginal commuA) and Valley
ion is locatem north of the
ation is locate
NDSCAPE
mary industre in the surroour through
oded areas nisual landscal edges. In
om along the
OSSING RE
t _final_mossey_river_
neral area waurviving son egosis (Burpeploratory expt 100 tents a
oups encounssiniboine grmouth of thethe Hudson’cent to the Vtely 40 km sor tributaries oea. Several bompany pos
ship was cotry covered wfied on the ns of this trai
k River is firsof Fork Rive
mm 1980).
ABORIGINA
unities withiny River First
d along the e Project site
ed approxim
ry in the Projounding areathe seasons
near water coape which nthis landsca
e mile road o
EPLACEMEN
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as Fort Dauof Pierre Gaee 1927). Wpedition throalong the Montered by botroups. Peter e Mossey Ris Bay Comp
Valley River noutheast of tof Lake Dauburials conta
st at Fort Dau
mpleted in 1with poplar, north bank ol appear to bst named aner was origin
AL LAND IN
n the vicinity Nations (Re
southwestere.
mately 50 km
ject area. Eca and exhibis as a resultourses. Agri
now consistsape, the Projon which it is
NT – ENVIR
phin, built inaultier De Va
William Tomisough this areossey River sth La Verend
r Pond winteiver in 1775 pany and thenear its mouthe Project a
uphin on the ained trade suphin (McLe
1887. At thatalder, willow
of the Fork Rbe currently d depicted inally named
NTEREST AN
of the Projeeserve Parce
rn shore of L
m southwest o
cological feat relatively ut of the presecultural deve
s of horizontaject would ps located.
RONMENTA
n the autumnarennes La Vson of the Hea in 1770 ansouth of its mdrye and Tored at Fort D(Burpee 192
e North Wesuth on Lake area. Humanwest side ofsilver that w
eod 2000).
t time, Sectiows and scattRiver through
intact but arn a John PaMinnokin bu
ND LAND U
ect: Pine Creel 63A).
Lake Winnip
of the Projec
atures in thisuniform vegeence of occaelopment haal elements
primarily be v
AL
n of 1741 by Vérendrye, nudson’s Baynd records mouth on La
omison durinDauphin 27). During tst Company Dauphin (Tyn burial sitesf the lake so
would have b
on 27-29-20tered spruceh Sections 3re well-remoalliser map out was chan
USE
eek First Nat
pegosis,
ct site.
s area are etation. Therasional as markedly linked with b
visible from t
4.13
near y
ake g
the
yrell s outh been
0 e. 4-,
oved f ged
tion
re is
butt the