¹
FIGURE 2.1
Legend Legal Study Area
DR
REICHERT DR
T REICHER
MASSON ST
64 AVE
MONTALET ST 61 AVE
60 AVE 61 ST
63 ST
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
50A AVE
49 AVE
43 ST
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
E
CAILLOU BAY PARC ST
60 ST
64 ST
65 ST
40 A V
T
45 AVE
66 ST
36 ST
50 ST
50 AVE
40 S
56 ST
66 ST
52 AVE
42 ST
M
T
49 ST
64 ST
67 ST
LE G EA
N O
57 ST
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\02_Study Area\Figure 2.1 - Study Area.mxd
59 AVE
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND STUDY AREA OVERVIEW
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
71 0
720
71 0
710
0 71
ยน
Legend
710
710
0 71
FIGURE 2.2
Minor Contour (2m Interval)
710
Major Contour (10m Interval) Legal Study Area
720 71 0
720 71 0
720 DR
710
MONTALET ST
61 AVE
43 ST 44 ST
46 ST
45 ST
730 73 0
72 0 42 ST
48 ST
47 ST
ST 51
53 S T 52 S T
PARC ST
720
60 ST
710
710
65 ST
66 ST
730
0
HE BL VD
720
250
500
750
Meters 1,000
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
720
30 AVE 0 72
730 690
STUDY AREA TOPOGRAPHY
730
720
690 720
720 720
720
710
700
730 0 72
Service Layer Credits:
125
73 0
730
67 ST
TR IO MP
730
730 0 73
710
43 AVE
32 AVE
1:24,000
720
720
CAILLOU BAY
73 0
730
0 72
710
710
730
730
720
730
710
32 AVE
E
36 ST
49 AVE 720
40 A V
730
730
710
710
56 ST
730 740
49 ST
710
66 ST
50 AVE
730
0 73
50 ST
710
64 ST 710
57 ST
710
52 AVE
710
35 AVE
740
740
45 AVE
710 710
730
55 AVE
710
710
730
730
710
56 AVE
710
710
730
730
710
710
CHAMPLAIN DR 740
710
0 71
700
730
57 AVE
710
710 710
73 0
60 AVE 0 71
0 71
730 730
730
59 AVE
Low : 680
73 0
0 71
61 ST
710
0 71
730
71 0
T REICHER
720
73 0
710
700
MASSON ST
64 AVE
REICHERT DR
710
High : 746
710
710 Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\02_Study Area\Figure 2.2 - Topography.mxd
Elevation
720
72 0
¹
FIGURE 2.3 Legend Study Area North Saskatchewan River Watershed Nelson-Churchill (Hudson Bay) Continental Drainage Basin
Wat er shedRegi ons North Saskatchewan River Watershed Regions
05EC
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\02_Study Area\Figure 2.3 - Watersheds.mxd
05EA
05DE
05DF
05EB
Remaining Watershed Regions
05ED 05EE
05EF
Beaumont•
05DF
05DD 05DC 05DA
05DB 1:3,000,000 0
16,000
32,000
64,000
96,000
Meters 128,000
THETOWN TOWN OF OF BEAUMONT THE BEAUMONT WATER AND WASTEWATER SYSTEMS: UTILITY MASTER PLAN 2018 AND BEYOND STUDY AREA WATERSHED BOUNDARIES
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
N-2
N-1
ยน
N-4
N-3
FIGURE 2.4
Legend Legal !
!
!
!
!
!
!
Pre-Annexation Boundary Post-Annexation Boundary Annexation Lands
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
N-9
N-8
N-7
N-6
N-5
REICHERT DR
MONTALET ST
!
W-2
61 AVE
!
W-1
!
!
!
DR
!
T REICHER
MASSON ST
64 AVE
!
64 ST
! !
67 ST
61 ST
55 AVE !
!
!
56 AVE
!
53 AVE
!
52 AVE 49 ST
!
43 ST
!
42 ST
44 ST
46 ST
45 ST
48 ST
47 ST
ST
PARC ST
60 ST
64 ST
750
Meters 1,000
HE BL VD
!
!
500
!
65 ST
!
CAILLOU BAY
TR IO MP
250
!
66 ST
51
53 S T 52 S T
! !
E
43 AVE
125
!
!
0
!
!
!
40 A V
1:24,000
!
45 AVE
!
W-6
T
W-5
36 ST
!
50 ST
49 AVE
!
!
50A AVE
40 S
56 ST
50 AVE
!
66 ST
!
!
!
W-4
CHAMPLAIN DR
57 AVE
ST
!
W-3
M
T
!
63 ST
!
!
LE G EA
N O
57 ST
32 AVE
35 AVE
!
!
67 ST
32 AVE
!
!
30 AVE
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
W-8
!
W-7
!
!
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\02_Study Area\Figure 2.4 - Annexed Area.mxd
!
60 AVE
59 AVE
THETOWN TOWN OF OF BEAUMONT THE BEAUMONT WATER AND WASTEWATER SYSTEMS: UTILITY MASTER PLAN 2018 AND BEYOND STUDY AREA 2017 ANNEXATION LANDS
S-1
S-2
S-3
S-4
ยน
FIGURE 2.5
Legend Legal Study Area
Population Horizon Existing Conditions (17,720 People) Build-out to the PreAnnexation Boundary (30,388 People) DR
REICHERT DR
T REICHER
MASSON ST
64 AVE
60 AVE 61 ST
63 ST
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
50A AVE
49 AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
E
CAILLOU BAY PARC ST
60 ST
64 ST
65 ST
40 A V
T
45 AVE
66 ST
36 ST
50 ST
50 AVE
40 S
56 ST
66 ST
52 AVE
43 ST
M
T
42 ST
LE G EA
N O
49 ST
67 ST
64 ST
59 AVE
57 ST
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\02_Study Area\Figure 2.5 - Population Horizons.mxd
MONTALET ST 61 AVE
Build-out of the PostAnnexation Boundary (84,574 People)
32 AVE
30 AVE
THETOWN TOWN OF OF BEAUMONT THE BEAUMONT WATER AND WASTEWATER SYSTEMS: UTILITY MASTER PLAN 2018 AND BEYOND STUDY AREA POPULATION HORIZONS
ยน
FIGURE 2.6
Legend Legal
R1-A
Study Area
R1-B
Land Use District
MASSON ST
64 AVE
DR
REICHERT DR
T REICHER
MONTALET ST
60 AVE 61 ST
63 ST
N O
T
56 AVE
C1
RHD1
C2
RMD1
DC
RMD2
GC
RSA
IB
TCMU
LW
USI
PRS
USR
50A AVE
49 AVE
43 ST
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
64 ST
RCD
36 ST
50 ST
50 AVE
40 S
56 ST
66 ST
52 AVE
40 A V
65 ST
BR
Land use districts are described in Section 2.4 of the Study.
53 AVE
45 AVE
66 ST
R2
55 AVE
42 ST
M LE G EA
AR
CHAMPLAIN DR
57 AVE
ST
49 ST
67 ST
64 ST
59 AVE
57 ST
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\02_Study Area\Figure 2.6 - Land Use Districts.mxd
61 AVE
R1-E
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND STUDY AREA LAND USE DISTRICTS
ยน
FIGURE 2.7
Legend Legal
Eaglemont Heights
Study Area
Forest Heights Four Seasons Estates
Neighbourhood 2017 Annexation
Glenbrae Meadows
Beau Meadow
Goudreau Terrace
Beau Val
Montalet
DR
MONTALET ST
60 AVE
M LE G EA
COLONIALE ESTATES
61 ST
63 ST
64 ST
59 AVE
67 ST
MONTALET
N O
T
EAGLEMONT HEIGHTS
CHAMPLAIN DR
57 AVE
ST
CITADEL RIDGE 55 AVE
BEAURIDGE 57 ST
52 AVE
Beauridge
Montrose Business Centre
Brookside
Montrose Estates
Centre-Ville
Parklane
Chaleureuse Business Park
Place Chaleureuse
Citadel Ridge
Plaines Royer
Coloniale Estates
Ruisseau
Dansereau Meadows
St. Vital Triomphe Estates
ST. VITAL
500
750
Meters 1,000
43 ST 42 ST
250
GLENBRAE TRIOMPHE ESTATES MEADOWS
BEAUMONT LAKES PLAINES ROYER BEAU VAL
CHALEUREUSE BUSINESS PARK
125
44 ST
48 ST
CAILLOU BAY
FOUR MONTROSE SEASONS PLACE CHALEUREUSE ESTATES ESTATES
MONTROSE BUSINESS CENTRE
1:24,000 0
43 AVE
46 ST
E
47 ST
40 A V
FOREST HEIGHTS
BEAU MEADOW ST
BROOKSIDE
52 S T
RUISSEAU
64 ST
49 AVE
PARKLANE
51
GOUDREAU TERRACE
50A AVE
50 ST
50 AVE
56 ST
66 ST
CENTRE-VILLE
66 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\02_Study Area\Figure 2.7 - Neighbourhoods.mxd
DANSEREAU MEADOWS
T REICHER
MASSON ST
64 AVE
REICHERT DR
Beaumont Lakes
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND STUDY AREA NEIGHBOURHOODS
ยน
Existing Population: 17,720 Future Pre-Annexation Population: 11,516 Densification: 1,152 Total Pre-Annexation Population: 30,388 T REICHER
Legal REICHERT DR
MONTALET ST
Legend
DR
BOUCHARD ST
MASSON ST
64 AVE
FIGURE 2.8
61 AVE
Study Area
Horizon and Development Type Existing (Densification Applied)
60 AVE
63 ST
61 ST
Commercial, PreAnnexation
64 ST 67 ST
M LE G A E
N O
CHAMPLAIN DR
57 AVE
T
Industrial, Pre-Annexation
ST
Institutional, Pre-Annexation
56 AVE 55 AVE
Mixed Use, Pre-Annexation Multi-Family, PreAnnexation
53 AVE 52 AVE
50 AVE
49 ST
50 ST
Residential, Pre-Annexation
56 ST
50A AVE
49 AVE 40 S
43 ST
T
48 AVE
36 ST
66 ST
57 ST
47 AVE
1:15,000
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
0
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\02_Study Area\Figure 2.8 - Build-out of Pre-annex Boundary Catchments.mxd
59 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND STUDY AREA BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY DELINEATED SERVICE AREAS
ยน
Existing Population: 17,720 Pre-Annexation Population: 30,388 Post-Annexation Population: 84,574
FIGURE 2.9
Legend Legal Study Area
Horizon and Development Type
Pre-Annexation DR
MONTALET ST 61 AVE
Industrial, Post-Annexation Residential, PostAnnexation
60 AVE 61 ST
63 ST
N O
T
56 AVE 55 AVE
53 AVE
50A AVE
49 AVE
43 ST
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
E
CAILLOU BAY PARC ST
60 ST
64 ST
40 A V
T
45 AVE
65 ST
36 ST
50 ST
50 AVE
40 S
56 ST
66 ST
52 AVE
42 ST
M LE G EA
Park, Post-Annexation CHAMPLAIN DR
57 AVE
ST
49 ST
67 ST
64 ST
59 AVE
66 ST
Commercial, PostAnnexation
REICHERT DR
T REICHER
MASSON ST
64 AVE
57 ST
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
Date: 11/24/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\02_Study Area\Figure 2.9 - Build-out to Post-annex Boundary Catchments.mxd
Existing (Densification Applied)
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND STUDY AREA BUILD-OUT TO THE POST-ANNEXATION BOUNDARY DELINEATED SERVICE AREAS
ยน
FIGURE 2.10
Legend Legal Study Area
North Service Region
Service Region North South Southwest West DR
REICHERT DR
T REICHER
MASSON ST
64 AVE
MONTALET ST
60 AVE 61 ST
63 ST
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
50A AVE
49 AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
E
CAILLOU BAY PARC ST
60 ST
64 ST
65 ST
66 ST
40 A V
T
45 AVE
Southwest Service Region
36 ST
50 ST
50 AVE
40 S
56 ST
66 ST
West Service Region
52 AVE
43 ST
M
T
42 ST
LE G EA
N O
49 ST
67 ST
64 ST
59 AVE
57 ST
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\02_Study Area\Figure 2.10 - Service Regions.mxd
61 AVE
32 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
30 AVE
STUDY AREA SERVICE REGIONS South Service Region
ยน
FIGURE 3.1
Legend
+ $
Legal
T DR REICHER
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
Reservoir
61 AVE
Study Area
Watermain Size 100mm
60 AVE
150mm
63 ST
61 ST
200mm 250mm
CHAMPLAIN DR
57 AVE
64 ST
Commission Line
67 ST
300mm LE G EA
M
NT O
ST
56 AVE
400mm 55 AVE
400mm Commission Line 53 AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
66 ST
50A AVE
40 S
+ $
Main Reservoir and Pumphouse
49 ST
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-03-21 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\01_Existing System\Figure 3.1 - Watermain Size.mxd
59 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM EXISTING NETWORK WATERMAIN SIZE
ยน
FIGURE 3.2
Legend
+ $
Legal
T DR REICHER
BOUCHARD ST
MASSON ST
MONTALET ST
Study Area REICHERT DR
64 AVE
Reservoir
61 AVE
Watermain Material AC
60 AVE
Concrete Commission Line
63 ST
61 ST
Copper PVC
CHAMPLAIN DR
57 AVE
64 ST
Commission Line
67 ST
Steel
L G EA
EM
NT O
ST
56 AVE 55 AVE
53 AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
66 ST
50A AVE
40 S
+ $
Main Reservoir and Pumphouse
49 ST
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-03-21 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\01_Existing System\Figure 3.2 - Watermain Material.mxd
59 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM EXISTING NETWORK WATERMAIN MATERIAL
ยน
FIGURE 3.3 Legend
+ $
Reservoirs Legal
T DR REICHER
Study Area
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
1960-1964 1965-1969
60 AVE 59 AVE
1970-1974
63 ST
61 ST
1975-1979
67 ST
LE G EA
M
NT O
1980-1984
CHAMPLAIN DR
57 AVE
64 ST
Commission Line
1985-1989
ST
56 AVE
1990-1994 55 AVE
1995-1999 2000-2004
53 AVE
52 AVE
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
2015-Present
43 ST
T
48 AVE 47 AVE
1:15,000 0
PARC ST
60 ST
64 ST
65 ST
66 ST
67 ST
30 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
32 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
35 AVE
2010-2014
49 AVE
40 S
+ $
Main Reservoir and Pumphouse
49 ST
2005-2009
36 ST
66 ST
57 ST
Date: 2018-03-22 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\01_Existing System\Figure 3.3 - Watermain Installation Period.mxd
61 AVE
Installation Period
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM EXISTING NETWORK WATERMAIN INSTALLATION PERIOD
ยน
FIGURE 3.6
Legend
+ $ 1-F
Legal
T DR REICHER
Study Area
# *
61 AVE
REICHERT DR
MONTALET ST
2-R
# *
60 AVE 59 AVE
2-F
Watermain Size 100mm 150mm
63 ST
61 ST
200mm 250mm
CHAMPLAIN DR
57 AVE
64 ST
Commission Line
L G EA
EM
NT O
56 AVE
400mm 55 AVE
3-F
400mm Commission Line
* 3-R # *#
# * 52 AVE
Main
St. Vital Park Reservoir and Pumphouse
50A AVE
* 2-L $# + 49 AVE
40 S
43 ST
T
48 AVE 47 AVE
0
67 ST
32 AVE
# * 6-R 6-F # *
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST 35 AVE
SOLEIL BLVD
32 AVE
5-F
Residual Hydrant Logger
TR IO MP
75
150
300
450
Meters 600
HE BL VD
44 ST
# * 45 ST
46 ST
E
CAILLOU BAY
5-R
43 AVE
42 ST
47 ST
48 ST
ST 51
52 S T
53 S T
# *
Flow Hydrant
1:15,000
45 AVE
40 A V
# * # * # *
4-F
# * Reservoir and Pumphouse + $
66 ST
Hydrant Test
53 AVE
# *
49 ST
1-L
4-R
36 ST
67 ST
300mm ST
57 ST
Date: 2018-03-22 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\02_Hydraulic Model Development\Figure 3.6 - Hydrant Test Locations.mxd
# * * #
BOUCHARD ST
1-R
64 AVE
Reservoir
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM HYDRAULIC MODEL DEVELOPMENT 2017 HYDRANT TEST LOCATIONS
ยน
FIGURE 3.10
Legend + $
MONTALET ST
REICHERT DR
BOUCHARD ST
Watermain
61 AVE
60 AVE
Study Area
63 ST
61 ST
Less Than 275 kPa CHAMPLAIN DR
57 AVE
64 ST 67 ST
L G EA
EM
N O
Legal
Average Day Pressure
59 AVE
T
ST
275 - 350 kPa 350 - 450 kPa
56 AVE 55 AVE
450 - 550 kPa More Than 550 kPa
53 AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
66 ST
50A AVE
40 S
+ $
Main Reservoir and Pumphouse
49 ST
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\04_Existing System Analysis\Figure 3.10 - Average Day Demand Vital.mxd
T DR REICHER
MASSON ST
64 AVE
Reservoir
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM EXISTING SYSTEM ANALYSIS AVERAGE DAY DEMAND ST VITAL RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.11
Legend
+ $
Legal
REICHERT DR
BOUCHARD ST
MONTALET ST 61 AVE
Study Area
Maximum Day Pressure
60 AVE 59 AVE
63 ST
61 ST
Less Than 275 kPa 275 - 350 kPa CHAMPLAIN DR
64 ST
57 AVE
67 ST
350 - 450 kPa
L G EA
EM
N O
T
ST
450 - 550 kPa
56 AVE 55 AVE
More Than 550 kPa
53 AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
66 ST
50A AVE
40 S
+ $
Main Reservoir and Pumphouse
49 ST
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\04_Existing System Analysis\Figure 3.11 - Maximum Day Demand Vital.mxd
Watermain
T DR REICHER
MASSON ST
64 AVE
Reservoir
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM DAY DEMAND ST VITAL RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.12
Legend
+ $
Watermain
T DR REICHER
MONTALET ST 61 AVE
Study Area
Peak Hour Pressure
60 AVE 59 AVE
63 ST
61 ST
Less Than 275 kPa 275 - 350 kPa
64 ST 67 ST
L G EA
EM
N O
CHAMPLAIN DR
57 AVE
T
350 - 450 kPa
ST
450 - 550 kPa
56 AVE 55 AVE
More Than 550 kPa
53 AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
66 ST
50A AVE
40 S
+ $
Main Reservoir and Pumphouse
49 ST
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\04_Existing System Analysis\Figure 3.12 - Peak Hour Demand.mxd
Legal
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
Reservoir
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM EXISTING SYSTEM ANALYSIS PEAK HOUR DEMAND MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.13
Legend + $
T DR REICHER
Watermain
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
61 AVE
Legal Study Area
Fill Pressure
60 AVE 59 AVE
63 ST
61 ST
Less Than 275 kPa 64 ST 67 ST
LE G EA
M
N O
T
275 - 350 kPa
CHAMPLAIN DR
57 AVE
ST
350 - 450 kPa
56 AVE 55 AVE
450 - 550 kPa More Than 550 kPa 53 AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
66 ST
50A AVE
40 S
+ $
Main Reservoir and Pumphouse
49 ST
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\04_Existing System Analysis\Figure 3.13 - Existing Fill.mxd
Reservoir
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM EXISTING SYSTEM ANALYSIS AVERAGE DAY DEMAND PLUS ST VITAL FILL MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.14
Legend + $
MONTALET ST
Legal
REICHERT DR
BOUCHARD ST
Watermain
61 AVE
Study Area
Available Fire Flow
60 AVE 59 AVE
63 ST
61 ST
Less Than 50 L/s 50 - 100 L/s CHAMPLAIN DR
64 ST
57 AVE
67 ST
100 - 150 L/s LE G EA
M
N O
T
ST
56 AVE
150 - 200 L/s 55 AVE
200 - 250 L/s 53 AVE
49 ST
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE 40 S
+ $
Main Reservoir and Pumphouse
43 ST
T
48 AVE
36 ST
66 ST
More Than 250 L/s
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\04_Existing System Analysis\Figure 3.14 - Maximum Day Demand plus Fire Flow.mxd
T DR REICHER
MASSON ST
64 AVE
Reservoir
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM DAY DEMAND PLUS FIRE FLOW MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน
Legal Study Area REICHERT DR
BOUCHARD ST
MONTALET ST
Legend
DR
61 AVE
$ + + $
Reservoir Proposed Reservoir
Development Type
60 AVE 59 AVE
63 ST
61 ST
Existing (Densification Applied)
64 ST
Commercial
CHAMPLAIN DR
57 AVE
67 ST
Industrial
L G EA
EM
N O
T
ST
56 AVE
Institutional
55 AVE
Mixed Use Multi-Family Residential 53 AVE
Main Reservoir and Pumphouse
49 ST
West Reservoir and Pumphouse
Proposed Main
52 AVE
57 ST
200mm
St. Vital Park Reservoir and Pumphouse
50A AVE
250mm 300mm
49 AVE 40 S
500mm 36 ST
48 AVE 43 ST
T
47 AVE
1:15,000
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
0
TR IO MP
80
160
320
480
Meters 640
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.15 - Build-out of Pre-annex Servicing Concept.mxd
T REICHER
MASSON ST
64 AVE
FIGURE 3.15
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY SERVICING CONCEPT
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Average Day Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.16 - Pre Average Day Demand.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.16
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY AVERAGE DAY DEMAND MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Average Day Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.17 - Pre Average Day Demand Vital.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.17
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY AVERAGE DAY DEMAND ST VITAL RESERVOIR AND PUMPHOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Average Day Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.18 - Pre Average Day Demand West.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.18
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY AVERAGE DAY DEMAND WEST RESERVOIR AND PUMPHOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Maximum Day Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.19 - Pre Maximum Day Demand Vital.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.19
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND ST VITAL RESERVOIR AND PUMPHOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Maximum Day Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.20 - Pre Maximum Day Demand West.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.20
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND WEST RESERVOIR AND PUMPHOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Peak Hour Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.21 - Pre Peak Hour Demand.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.21
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE PRE-ANNEXATION BOUNDARY PEAK HOUR DEMAND MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน 61 AVE
60 AVE
Proposed Reservoir Watermain Study Area
Fill Pressure
59 AVE
63 ST
61 ST
Less Than 275 kPa CHAMPLAIN DR
64 ST
57 AVE
67 ST
275 - 350 kPa
L G EA
EM
N O
T
ST
56 AVE
350 - 450 kPa
55 AVE
450 - 550 kPa More Than 550 kPa
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.22 - Pre Fill.mxd
Reservoir
REICHERT DR
BOUCHARD ST
MONTALET ST
Legend $ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.22
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE PRE-ANNEXATION BOUNDARY AVERGAE DAY DEMAND PLUS ST VITAL FILL MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Available Fire Flow
60 AVE
Less Than 50 L/s
59 AVE
63 ST
61 ST
50 - 100 L/s
64 ST
100 - 150 L/s
CHAMPLAIN DR
57 AVE
67 ST
150 - 200 L/s LE G EA
M
N O
T
ST
56 AVE
200 - 250 L/s 55 AVE
More Than 250 L/s 53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.23 - Pre Maximum Day Demand and Fire Flow.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.23
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE PRE-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND PLUS FIRE FLOW MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน T REICHER
MASSON ST
Legal Study Area REICHERT DR
MONTALET ST 61 AVE
$ + + $
Reservoir Proposed Reservoir
Watermain Upgrade Size
60 AVE 59 AVE
63 ST
61 ST
400mm 450mm CHAMPLAIN DR
64 ST
57 AVE
67 ST
500mm
M LE G A E
N O
T
ST
56 AVE 55 AVE
53 AVE
+ $
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE 40 S
+ $
Main Reservoir and Pumphouse
43 ST
T
48 AVE
36 ST
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
47 AVE
1:15,000
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
0
TR IO MP
80
160
320
480
Meters 640
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.24 - Pre-annex Upgrades.mxd
Legend
DR
BOUCHARD ST
64 AVE
FIGURE 3.24
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY UPGRADES
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Average Day Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.25 - Pre Average Day Demand Upgrade.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.25
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE FUTURE UPGRADED SYSTEM SYSTEM ANALYSIS ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY AVERAGE DAY DEMAND MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Average Day Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.26 - Pre Average Day Demand Vital Upgrade.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.26
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE FUTURE UPGRADED SYSTEM SYSTEM ANALYSIS ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY AVERAGE DAY DEMAND ST VITAL RESERVOIR AND PUMPHOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Average Day Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.27 - Pre Average Day Demand West Upgrade.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.27
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE FUTURE UPGRADED SYSTEM SYSTEM ANALYSIS ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY AVERAGE DAY DEMAND WEST RESERVOIR AND PUMPHOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Maximum Day Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.28 - Pre Maximum Day Demand Vital Upgrade.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.28
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE FUTURE UPGRADED SYSTEM SYSTEM ANALYSIS ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND ST VITAL RESERVOIR AND PUMP HOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Maximum Day Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.29 - Pre Maximum Day Demand West Upgrade.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.29
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND WEST RESERVOIR AND PUMP HOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir
REICHERT DR
Watermain
61 AVE
Study Area
Peak Hour Pressure
60 AVE
Less Than 275 kPa
59 AVE
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.30 - Pre Peak Hour Demand Upgrade.mxd
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.30
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT OF THE PRE-ANNEXATION BOUNDARY PEAK HOUR DEMAND MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน BOUCHARD ST
Reservoir Proposed Reservoir Watermain
REICHERT DR
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
FIGURE 3.31
61 AVE
Study Area
Fill Pressure Less Than 275 kPa
63 ST
61 ST
275 - 350 kPa
64 ST
350 - 450 kPa
CHAMPLAIN DR
57 AVE
67 ST
450 - 550 kPa LE G EA
M
N O
T
ST
56 AVE
More Than 550 kPa 55 AVE
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.31 - Pre Fill Upgrade.mxd
60 AVE 59 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE FUTURE UPGRADED SYSTEM SYSTEM ANALYSIS ANALYSIS BUILD-OUT OF THE PRE-ANNEXATION BOUNDARY AVERAGE DAY DEMAND PLUS ST VITAL FILL MAIN RESERVOIR AND PUMPHOUSE CONTROL
BOUCHARD ST
Reservoir Proposed Reservoir Watermain
REICHERT DR
MONTALET ST
Legend
$ + + $
T DR REICHER
MASSON ST
64 AVE
61 AVE
60 AVE
Study Area
Available Fire Flow Contour
59 AVE
63 ST
61 ST
Less Than 50 L/s 50 -100 L/s CHAMPLAIN DR
64 ST
57 AVE
67 ST
100 - 150 L/s
L G EA
EM
N O
T
ST
56 AVE
150 - 200 L/s
55 AVE
200 - 250 L/s More Than 250 L/s
53 AVE
Main Reservoir and Pumphouse
50A AVE
+ $
St. Vital Park Reservoir and Pumphouse
49 AVE
43 ST
T
48 AVE
36 ST
40 S
+ $
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
+ $
West Reservoir and Pumphouse
49 ST
52 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.32 - Pre Maximum Day Demand and Fire Flow Upgrade.mxd
ยน
FIGURE 3.32
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT OF THE PRE-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND PLUS FIRE FLOW MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.33 Legend Legal
$ + + $
Reservoir Proposed Reservoir PRV New NW Pressure Zone
Northwest Reservoir and Pumphouse DR
REICHERT DR
T REICHER
MASSON ST
64 AVE
MONTALET ST 61 AVE
Development Type Commercial Industrial Residential
60 AVE
67 ST
61 ST
63 ST
64 ST
59 AVE
LE G EA
M
NT O
Watermain CHAMPLAIN DR
57 AVE
ST
Proposed Main
56 AVE
250mm
55 AVE
300mm 53 AVE
57 ST
Main Reservoir and Pumphouse
St. Vital Park Reservoir and Pumphouse
56 ST
50A AVE
49 AVE
43 ST
1:24,000
44 ST
46 ST
45 ST
42 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T E
CAILLOU BAY
PARC ST
60 ST
64 ST
65 ST
66 ST
40 A V
T
45 AVE
400mm
36 ST
West Reservoir and Pumphouse
350mm
52 AVE
40 S TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE
67 ST
Date: 2018-03-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.33 - Build-out of Post-annex Servicing Concept.mxd
Study Area
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE POST-ANNEXATION BOUNDARY SERVICING CONCEPT
ยน
FIGURE 3.34
Legend
$ + + $
Reservoir Proposed Reservoir Watermain
Average Day Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.34 - Post Average Day Demand.mxd
Study Area
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY AVERAGE DAY DEMAND MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.35
Legend
$ + + $
Reservoir Proposed Reservoir
Study Area
Average Day Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.35 - Post Average Day Demand Vital.mxd
Watermain
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY AVERAGE DAY DEMAND ST VITAL RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.36
Legend
$ + + $
Reservoir Proposed Reservoir
Study Area
Average Day Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.36 - Post Average Day Demand West.mxd
Watermain
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY AVERAGE DAY DEMAND WEST RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.37
Legend
$ + + $
Reservoir Proposed Reservoir
Study Area
Maximum Day Pressure Less Than 275 kPa Northwest
275 - 350 kPa DR
REICHERT DR
T REICHER
MASSON ST
64 AVE
MONTALET ST 61 AVE
450 - 550 kPa More Than 550 kPa
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
50A AVE
56 ST
49 AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
E
CAILLOU BAY PARC ST
60 ST
64 ST
40 A V
T
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse 36 ST
66 ST
Main Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
350 - 450 kPa
60 AVE
59 AVE
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.37 - Post Maximum Day Demand Vital.mxd
Watermain
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND ST VITAL RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.38
Legend
$ + + $
Reservoir Proposed Reservoir
Study Area
Maximum Day Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.38 - Post Maximum Day Demand West.mxd
Watermain
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND WEST RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.39
Legend
$ + + $
Reservoir Proposed Reservoir Watermain
Peak Hour Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.39 - Post Peak Hour Demand.mxd
Study Area
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY PEAK HOUR DEMAND MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.40
Legend
$ + + $
Reservoir Proposed Reservoir Watermain Study Area
Fill Pressure 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.40 - Post Fill.mxd
Less Than 275 kPa Northwest Reservoir and Pumphouse
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY AVERAGE DAY DEMAND PLUS ST VITAL FILL MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.41
Legend Reservoir Proposed Reservoir Watermain Study Area
Available Fire Flow Contour Less Than 50 L/s T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
ST
More Than 250 L/s 56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
200 - 250 L/s CHAMPLAIN DR
57 AVE
42 ST
64 ST
67 ST
LE G EA
66 ST
100 - 150 L/s 150 - 200 L/s
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
50 - 100 L/s
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.41 - Post Maximum Day Demand and Fire Flow.mxd
$ + + $
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND PLUS FIRE FLOW MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.42 Legend Legal Study Area Reservoir Proposed Reservoir
Watermain Upgrade Size 350mm 500mm T REICHER
MASSON ST
64 AVE
DR
MONTALET ST 61 AVE
650mm 750mm
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
Main Reservoir and Pumphouse 56 ST
West Reservoir and Pumphouse
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
600mm
60 AVE
59 AVE
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
550mm
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.42 - Post-annex Upgrades.mxd
$ + + $
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE POST-ANNEXATION BOUNDARY UPGRADES
ยน
FIGURE 3.43
Legend
$ + + $
Reservoir Proposed Reservoir
Study Area
Average Day Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.43- Post Average Day Demand Upgrade.mxd
Watermain
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY AVERAGE DAY DEMAND MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.44
Legend Reservoir Proposed Reservoir Watermain Study Area
Average Day Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.44 - Post Average Day Demand Vital Upgrade.mxd
$ + + $
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY AVERAGE DAY DEMAND ST VITAL RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.45
Legend Reservoir Proposed Reservoir Watermain Study Area
Average Day Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.45 - Post Average Day Demand West Upgrade.mxd
$ + + $
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY AVERAGE DAY DEMAND WEST RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.46
Legend Reservoir Proposed Reservoir Watermain Study Area
Maximum Day Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.46 - Post Maximum Day Demand Vital Upgrade.mxd
$ + + $
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND ST VITAL RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.47
Legend Reservoir Proposed Reservoir Watermain Study Area
Maximum Day Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.47 - Post Maximum Day Demand West Upgrade.mxd
$ + + $
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND WEST RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.48
Legend
$ + + $
Reservoir Proposed Reservoir
Study Area
Peak Hour Pressure Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.48 - Post Peak Hour Demand Upgrade.mxd
Watermain
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY PEAK HOUR DEMAND MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน
FIGURE 3.49
Legend
$ + + $
Reservoir Proposed Reservoir Watermain Study Area
Less Than 275 kPa 275 - 350 kPa T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
61 ST
63 ST
T
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
36 ST
49 AVE
45 AVE
65 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
52 AVE
43 ST
M
N O
42 ST
64 ST
67 ST
LE G EA
66 ST
450 - 550 kPa More Than 550 kPa
West Reservoir and Pumphouse
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
350 - 450 kPa
60 AVE
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.49 - Post Fill Upgrade.mxd
Fill Pressure
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY AVERAGE DAY DEMAND PLUS ST VITAL FILL MAIN RESERVOIR AND PUMPHOUSE CONTROL
Legend
$ + + $
Reservoir Proposed Reservoir Watermain Study Area
T REICHER
MASSON ST
64 AVE
DR
REICHERT DR
+ $
Northwest Reservoir and Pumphouse
MONTALET ST 61 AVE
60 AVE 61 ST
63 ST
CHAMPLAIN DR
57 AVE
ST
56 AVE 55 AVE
53 AVE
Main Reservoir and Pumphouse 56 ST
50A AVE
49 AVE
1:24,000
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
E
CAILLOU BAY PARC ST
60 ST
64 ST
65 ST
40 A V
T
45 AVE
66 ST
+ $
St. Vital Park Reservoir and Pumphouse
40 S
+ $
TR IO MP
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE 67 ST
+ $
West Reservoir and Pumphouse
52 AVE
36 ST
M
T
43 ST
LE G EA
N O
42 ST
67 ST
64 ST
59 AVE
57 ST
Date: 2018-02-01 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\03_Water System\05_Future System Analysis\Figure 3.50 - Post Maximum Day Demand and Fire Flow Upgrade.mxd
ยน
FIGURE 3.50
32 AVE
30 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND WATER DISTRIBUTION SYSTEM FUTURE UPGRADED SYSTEM ANALYSIS BUILD-OUT OF THE POST-ANNEXATION BOUNDARY MAXIMUM DAY DEMAND PLUS FIRE FLOW MAIN RESERVOIR AND PUMPHOUSE CONTROL
ยน REICHERT DR
BOUCHARD ST
MONTALET ST
Legend
1 $
T DR REICHER
MASSON ST
64 AVE
FIGURE 4.1
61 AVE
61 ST
63 ST 64 ST 67 ST
LE G EA
M
N O
CHAMPLAIN DR
57 AVE
T
ST
Lift Station
525mm
Legal
600mm
Study Area
750mm 900mm
150mm
1050mm
200mm
1200mm
250mm
1350mm
300mm
2100mm
375mm
2400mm x 1200mm
56 AVE 55 AVE
Forcemain 53 AVE
56 ST
50 ST
50A AVE
49 AVE
43 ST
T
48 AVE
36 ST
66 ST
50 AVE
49 ST
52 AVE
40 S
Date: 3/13/2018
Sewer Transmission Main (900mm)
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\01_Existing System\Figure 4.1 - Sewer Size.mxd
59 AVE
1 $
450mm
Sewer Size
60 AVE
SERTS Lift Station
Manhole
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING NETWORK SEWER SIZE
ยน
FIGURE 4.2
Legend Manhole
1 $
T DR REICHER
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
61 AVE
Lift Station Legal Study Area
Sewer Material
60 AVE
Concrete
61 ST
63 ST 64 ST
VCT
CHAMPLAIN DR
57 AVE
67 ST
Forcemain LE G EA
M
N O
T
ST
56 AVE 55 AVE
53 AVE
56 ST
50 ST
50A AVE
49 AVE 40 S
43 ST
T
36 ST
66 ST
50 AVE
49 ST
52 AVE
48 AVE
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
1 $
PVC
SERTS Lift Station
57 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\01_Existing System\Figure 4.2 - Sewer Material.mxd
59 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING NETWORK SEWER MATERIAL
ยน
FIGURE 4.3
Legend Manhole
1 $
T DR REICHER
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
Legal Study Area
Sewer Installation Period
60 AVE
Unknown
59 AVE
63 ST
1965 - 1969
64 ST 67 ST
LE G EA
M
N O
CHAMPLAIN DR
57 AVE
T
1970 - 1974 1975 - 1979
ST
56 AVE
1980 - 1984
55 AVE
1985 - 1989 1990 - 1994 53 AVE
50 AVE
49 ST
50 ST
2000 - 2004
56 ST
2005 - 2009
50A AVE
2010 - 2014 49 AVE 40 S
2015 - Present
43 ST
T
36 ST
66 ST
1995 - 1999
52 AVE
48 AVE
47 AVE
0
43 AVE
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
44 ST 45 ST
46 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
52 S T
53 S T
40 A V
Forcemain 1:15,000
45 AVE
67 ST
1 $
61 ST
1960 - 1964 SERTS Lift Station
57 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\01_Existing System\Figure 4.3 - Sewer Installation Period.mxd
61 AVE
Lift Station
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING NETWORK SEWER INSTALLATION PERIOD
Legend
28
54
71
71
29
72
35 24
55
34
49
46
53
68
38
45
37
32
47 85
13
38 31
85
57
70
30
71 30
24
53 69
106
27
39 15
27
16
24
49
72 55
25
23
25
65
24
23 28
0
25
150
300
450
Meters 600
31
29
26
25
36
28
75
39
28
24 1
9
90
92
24
37
26
33
36
24
24
90
77
9 13
26
1:15,000
20 156 187
38
36 ST
30
31 33
36
158
126
60 37
208 68
57
68
61
66
65
67 61
55 28
31 61
30
23
16
16 31
52 55
39
27
16 17
25
26
23
77
94
35
36 55
38
38
27
24
27
72
26
37 63
39
32
34 27
64
41
40
29
107
76
45 35
39
57
37
24
55
30
30
35
25
8
185
32 AVE
57
39
47
37
63
0 24 22 3
23
143
34
39
39 25
49
25
25
36
37
54 56
41
39
49
25
24
15
189
182
72
47
28
15
47
35
40 39
39
47
23
24
38
29
67
36
60 ST
53
65 ST
37
38
25
36
522 215
Full-flow sewer capacity labels are in L/s. 35
41
39
27
30
4
38
28
21
61
255
175
29
46
79 85
37
33 37
39
45
25
30
44
1
24 91
34 84
37
562
56
39
2
25
38
414
481
484
487
16
32
16
33
23
27
35
23
18
17
85
16
067
54 38
64
20
17 15
15
36
21 23
28 24
34 35
24
39
37
32
18
24 32 475
20
16
25
37
59 26 53
55
21
12 16
17
24
40
36 35
26
83
15
23
24
38
82
21 38 21 53
19 36
0
26 36
40
21
224
30
26
47
4
24
27
20
43
41 26
31
54
19
37
48 39
83 78
58
25 11
25
24 25 25 19 50
61
74
23
Greater than 500L/s
53 AVE
17
24
66
35
20
29
19 46
94
183
18
22
29
72 28
30
48 330
61
945
25 1074
22
27
62 134
46
28
33
24
27
68
32
31 30 24 25
28
68
16
35
24
24
16
34 78
31
29 41
29
30
35
616
35 AVE 42
24
25
27
51
39
23 28
29
58 56
28
25 32
22 26 24 23 56
460 14
43
10
250 - 500L/s
25
68
40
24
45
36
34
35
31
30
20
153
100 - 250L/s
45
16
7
83
179
133
190
19
26
66
3 19
14
20
20
19
357
26
30
19
26
16
4
105
25 - 50L/s 50 - 100L/s
16
27
25
24
43
30
52 30 50
39
34
30
38
27 32 39
64
40
27
28
39
17
18
10
151
28
79
60
64
25
27
20
26
40
32
24
30
35
67
158 167
38
51
89 281
39
441 40
23
63
36
34
51
27
25
184
38
152
26
30
33
24
30
24
55
59
28
83
47
49
37
0 16 2
33
35
81
29
19
133
25
Full-Flow Sewer Capacity 0 - 25L/s
62
74
3
48
116
72
18
30
25
37
63
103
27 26
15
127
44 43
35
39
22 24
2
27
24
74
44
25
23
15
59
27
61
35
38 16
38 37
65
26
25
25
35
22
1878 152 1874
66 72
70
51
151
31
40
37
54
47
38
30
44
26
38
38 15
47
20
40
33
35
141
54
52
142
25
26 171
16
52
138
24
16
69
71
36
32
50
17
30
34
25
28
60 60
64 66
40
Study Area
52
57
39
15
34
21
36
45
27
69
42
38
19
19
16
28
50
31 33
27 38
32 38
20
5
5
27
37 128
33 29
39
27
45
16
25 24
40
12
81
19
29 32
124 51
54 29
49
24
31
47
40
30
47
61 ST
30 25
41 45
25
178
22
55
35
46 74
47
40
38
39
97
29
38
53
38
26 23
25 34
110
23
25 24
63 ST
332
1885
89
23
60
29
24
268
29
88
34
34 23
102
23
67
39 38
80
5 42
74
83
184
198
126 200
31 33
67 ST
76
74
54
46
18
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\01_Existing System\Figure 4.4 - Full-Flow Sewer Capacity.mxd
16 41 104
28
65
32
28
51
53
51
43
32
89
65
66
95
Legal
61
36
29
31
9
63
46
120
36
56
25
79
47
48
7
57
45
25
38
55
63
38
1835
Forcemain
52
46
38
132
Lift Station
52
131
22
42
47
80
29
3105
45
162
70
29
1 $
36
203 659
24
32 5 4
29
93 669
33
92
147 778
39
24 76
20
600 149
37
54
24
38
25
29
88
67
26
34 26
MONTALET ST
45
38
40
33
90 55
99
159 702
24
96
72
136 655
63
32
35
40
33
43
60
29 31
29
28
34
649 152
28
54
458 158
27
51
53
25
11
166 886
SERTS Lift Station
23 21 34
40
Manhole
53
32
40
15
25
22
25
58
69 33 29 88
29
8 30 2
145 521
1 $
23
64 38
26
37
157
22
38
35
84
30
116
112
68
27
72 57
63
65
105
295
25
113 27
25
116
111
66
67
64
71
32 25
24
39
66
84
34
49
39
33
35
67
54
69
66 33
30
35
81
52
25
16
ยน
FIGURE 4.4
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING NETWORK FULL-FLOW SEWER CAPACITY
ยน
FIGURE 4.5
Legend
1 $
Gravity Sewer
T DR REICHER
MASSON ST
Forcemain
MONTALET ST
REICHERT DR
BOUCHARD ST
64 AVE
Lift Station
61 AVE
Legal Study Area
Manhole Depth
60 AVE
63 ST
61 ST
2.6m - 3.0m
SERTS Lift Station
3.0m - 3.5m
64 ST 67 ST
LE G EA
M
N O
CHAMPLAIN DR
57 AVE
T
3.5m - 4.0m 4.0m - 4.5m
ST
56 AVE
4.5m - 5.0m 55 AVE
5.0m - 5.5m 5.5m - 6.0m 53 AVE
6.5m - 7.0m 7.0m - 7.5m
49 ST
50 ST
50 AVE
56 ST
50A AVE
7.5m - 8.0m Greater than 8.0m
49 AVE 40 S
43 ST
T
36 ST
66 ST
6.0m - 6.5m
52 AVE
48 AVE
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
1 $
Less than 2.6m
57 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\01_Existing System\Figure 4.5 - Manhole Depth.mxd
59 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING NETWORK MANHOLE DEPTHS
ยน
FIGURE 4.6 Legend
Trunk Sewer 2
61 ST
63 ST 64 ST
Gravity Sewer REICHERT DR
BOUCHARD ST
Trunk Sewer 4
MONTALET ST
Lift Station
Forcemain Legal Study Area
Longitudinal Profile ID Trunk Sewer 1 Trunk Sewer 2 CHAMPLAIN DR
57 AVE
Trunk Sewer 3
67 ST
LE G EA
M
N O
T
Trunk Sewer 4
ST
Trunk Sewer 12
Trunk Sewer 5 Trunk Sewer 6 Trunk Sewer 7 53 AVE
49 ST
50 ST
Trunk Sewer 8
48 AVE
PARC ST
Trunk Sewer 10
64 ST
65 ST
43 ST
42 ST
47 ST
48 ST
52 S T
53 S T
ST
43 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
44 ST 45 ST
46 ST
r3
0
E
CAILLOU BAY
30 AVE
1:15,000
45 AVE
51
we
47 AVE
Trunk Sewer 11
32 AVE
Trunk Sewer 12 36 ST
56 ST
Trunk Sewer 11 49 AVE
T
Se Trunk Sewer 9
50 AVE
Trunk Sewer 10 50A AVE
40 S
Trunk Sewer 6
66 ST
Trunk Sewer 9
40 A V
35 AVE
Trunk Sewer 8
52 AVE
57 ST
Trunk Sewer 7
66 ST
1 $
Sewer 1
67 ST
SERTS Lift Station Trunk
k un Tr
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\01_Existing System\Figure 4.6 - Trunk Sewers.mxd
59 AVE
Trunk Sewer 5
61 AVE
1 $
T DR REICHER
MASSON ST
64 AVE
60 AVE
Manhole
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING NETWORK TRUNK SEWERS
ยน + $
BOUCHARD ST
Site 2: Montalet
MONTALET ST
REICHERT DR
61 AVE
Manhole
T DR REICHER
1 $
Lift Station
# *
Rain Gauge
+ $
Flow Monitor Gravity Sewer Forcemain
60 AVE 59 AVE
63 ST
Upstream Catchments CHAMPLAIN DR
57 AVE
64 ST
Site ACRWC
Site 1
67 ST
L G EA
EM
N O
T
ST
56 AVE
Site 2
55 AVE
Site 3 Site 4
49 ST
ACRWC 50A AVE
49 AVE
43 ST
T
30 AVE
42 ST
47 ST
48 ST
ST
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
Site 5: Lions
SOLEIL BLVD
32 AVE
44 ST
+ $
51
52 S T
E
45 ST
40 A V
43 AVE
46 ST
Site 4: Four Seasons
PARC ST
60 ST
64 ST
65 ST
32 AVE
0
45 AVE
CAILLOU BAY
35 AVE
1:15,000
Site 3: Highschool
53 S T
+ $
36 ST
40 S
47 AVE
+ $
Site 5
52 AVE
50 AVE
56 ST
66 ST
53 AVE
ACRWC
50 ST
# *
48 AVE
66 ST
+ $
61 ST
Study Area
SERTS Lift Station
67 ST
1 $
Legal
57 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.7 - Flow Monitoring Locations.mxd
+ $
Legend
Site 1: Coloniale
MASSON ST
64 AVE
FIGURE 4.7
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT FLOW MONITORING LOCATIONS
FIGURE 4.8
Summary of Rainfall Data June 21 to October 28, 2014
Average Annual Rainfall (365.7mm) Accumulated Rain
0
400
5
10 350 15
20 250 25 200 30
Rainfall Depth (mm)
300
Accumulated Rain (mm)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.8 - 2014 Rainfall Data.mxd
Rainfall Depth
450
150 35 100 40
50
0 6/20/2014
45
50 7/10/2014
7/30/2014
8/19/2014
Time
9/8/2014
9/28/2014
10/18/2014
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT 2014 RAINFALL DATA
FIGURE 4.9
Summary of Rainfall Data May 1 to October 31, 2016
Average Annual Rainfall (365.7mm) Accumulated Rain
500
0
450
5
400
10
350
15
300
20
250
25
200
30
150
35
100
40
50
45
0 4/30/2016
50 5/20/2016
6/9/2016
6/29/2016
7/19/2016
8/8/2016
Time
8/28/2016
9/17/2016
10/7/2016
10/27/2016
Rainfall Depth (mm)
Accumulated Rain (mm)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.9 - 2016 Rainfall Data.mxd
Rainfall Depth
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT 2016 RAINFALL DATA
FIGURE 4.10
50
Intensity (mm/hr)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.10 - IDF Curve.mxd
Beaumont Intensity-Duration Frequency (IDF) Curve
3 12
17
15
19 14
5 11
7
18 16 1
20
8 4 13
9
2 10 5
0.5
1
10
2 Year
5 Year
10 Year
100
50 year
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
1000
Minutes 25 Year
6
100 Year
2014 Rainfall Event
10000
2016 Rainfall Event
SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT BEAUMONT IDF CURVE WITH 2014 AND 2016 RAINFALL EVENT RETURN PERIODS SUPERIMPOSED
FIGURE 4.11 Weekdays
Non-Residential Diurnals All Sites
Saturday Sunday
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.11 - Diurnal 1.mxd
2.0
1.5
Diurnal Factor 1.0
0.5
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
0.0
0:00
4:00
8:00
12:00
16:00
20:00
0:00
SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION NON-RESIDENTIAL DIURNALS ALL SITES
FIGURE 4.12 Weekdays
Residential Diurnals Site 1, 2014
Saturday Sunday
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.12 - Diurnal 2.mxd
2.5
2.0
1.5 Diurnal Factor 1.0
0.5 THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
0.0
0:00
4:00
8:00
12:00
16:00
20:00
0:00
SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION RESIDENTIAL DIURNALS SITE 1, 2014
FIGURE 4.13 Weekdays
Residential Diurnals Site 2, 2014
Saturday Sunday
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.13 - Diurnal 3.mxd
3.0
2.5
2.0
Diurnal 1.5 Factor
1.0
0.5 THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
0.0
0:00
4:00
8:00
12:00
16:00
20:00
0:00
SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION RESIDENTIAL DIURNALS SITE 2, 2014
FIGURE 4.14 Weekdays
Residential Diurnals Site 3, 2014
Saturday Sunday
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.14 - Diurnal 4.mxd
2.5
2.0
1.5 Diurnal Factor 1.0
0.5 THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
0.0
0:00
4:00
8:00
12:00
16:00
20:00
0:00
SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION RESIDENTIAL DIURNALS SITE 3, 2014
FIGURE 4.15 Weekdays
Residential Diurnals Site 4, 2016
Saturday Sunday
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.15 - Diurnal 5.mxd
2.5
2.0
1.5 Diurnal Factor 1.0
0.5 THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
0.0
0:00
4:00
8:00
12:00
16:00
20:00
0:00
SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION RESIDENTIAL DIURNALS SITE 4, 2016
FIGURE 4.16 Weekdays
Residential Diurnals Site 5, 2016
Saturday Sunday
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.16 - Diurnal 6.mxd
3.0
2.5
2.0
Diurnal 1.5 Factor
1.0
0.5 THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
0.0
0:00
4:00
8:00
12:00
16:00
20:00
0:00
SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION RESIDENTIAL DIURNALS SITE 5, 2016
FIGURE 4.17 Weekdays
Residential Diurnals Site ACRWC, 2016
Saturday Sunday
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.17 - Diurnal 7.mxd
2.0
1.5
Diurnal 1.0 Factor
0.5
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
0.0
0:00
4:00
8:00
12:00
16:00
20:00
0:00
SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION RESIDENTIAL DIURNALS SITE ACRWC, 2016
FIGURE 4.18
DWF Calibration Site 1 August 11th to August 18th, 2014
Modelled Flow Rain Gauge ACRWC
18
0
2
16
12
6
10
8
8
10
6 4
12
2 0 8/11/2014
Rainfall Depth (mm)
4
14
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.18 - DWF Site 1, 2014.mxd
20
Monitored Flow
14 8/12/2014
8/13/2014
8/14/2014
Time
8/15/2014
8/16/2014
8/17/2014
8/18/2014
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION SITE 1 AUGUST 11 TO AUGUST 18, 2014
FIGURE 4.19
DWF Calibration Site 2 August 11th to August 18th, 2014
Modelled Flow Rain Gauge ACRWC
18
0
2
16
12
6
10
8
8
10
6 4
12
2 0 8/11/2014
Rainfall Depth (mm)
4
14
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.19 - DWF Site 2, 2014.mxd
20
Monitored Flow
14 8/12/2014
8/13/2014
8/14/2014
Time
8/15/2014
8/16/2014
8/17/2014
8/18/2014
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION SITE 2 AUGUST 11 TO AUGUST 18, 2014
FIGURE 4.20
DWF Calibration Site 3 July 10th to July 17th, 2014
Modelled Flow Rain Gauge ACRWC
18
0
2
16
12
6
10
8
8
10
6 4
12
2 0 7/10/2014
Rainfall Depth (mm)
4
14
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.20 - DWF Site 3, 2014.mxd
20
Monitored Flow
14 7/11/2014
7/12/2014
7/13/2014
Time
7/14/2014
7/15/2014
7/16/2014
7/17/2014
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION SITE 3 JULY 10 TO JULY 17, 2014
FIGURE 4.21
DWF Calibration Site 4 October 24th to October 31st, 2016
Modelled Flow Rain Gauge ACRWC
0
2
25
4
6 15
8
10
Rainfall Depth (mm)
20
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.21 - DWF Site 4, 2016.mxd
30
Monitored Flow
10
12
5
14 0 10/24/2016
10/25/2016
10/26/2016
10/27/2016
Time
10/28/2016
10/29/2016
10/30/2016
10/31/2016
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION SITE 4 OCTOBER 24 TO OCTOBER 31, 2016
FIGURE 4.22 Monitored Flow Modelled Flow Rain Gauge ACRWC
0
14 2 12 4
6 8 8 6
Rainfall Depth (mm)
10
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.22 - DWF Site 5, 2016.mxd
DWF Calibration Site 5 October 24th to October 31st, 2016
10 4 12 2 14 0 10/24/2016
10/25/2016
10/26/2016
10/27/2016
Time
10/28/2016
10/29/2016
10/30/2016
10/31/2016
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION SITE 5 OCTOBER 24 TO OCTOBER 31, 2016
FIGURE 4.23
DWF Calibration Site ACRWC October 24th to October 31st, 2016
Modelled Flow Rain Gauge ACRWC
70
0
2
60
6
40
8
30
Rainfall Depth (mm)
4
50
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.23 - DWF Site ACRWC, 2016.mxd
80
Monitored Flow
10
20 12 10 14 0 10/24/2016
10/25/2016
10/26/2016
10/27/2016
Time
10/28/2016
10/29/2016
10/30/2016
10/31/2016
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION SITE ACRWC OCTOBER 24 TO OCTOBER 31, 2016
ยน + $
BOUCHARD ST
Site 2: Montalet
MONTALET ST
REICHERT DR
61 AVE
Manhole
T DR REICHER
1 $
Lift Station
# *
Rain Gauge
+ $
Flow Monitor Gravity Sewer Forcemain
60 AVE
Study Area
59 AVE
61 ST
63 ST
DWF Generation Rates CHAMPLAIN DR
64 ST
57 AVE
245 L/p/d (Residential)
67 ST
LE G EA
M
N O
T
ST
200 L/p/d (Residential)
56 AVE
180 L/p/d (Residential) 55 AVE
150 L/p/d (Residential) 100 L/p/d (Residential)
# *
180 L/p/d & 5.00 cu.m/ha/d (Mixed Use)
52 AVE
50 AVE
49 ST
50 ST
5.00 cu.m/ha/d (Commercial)
56 ST
1.00 cu.m/ha/d (Commercial)
50A AVE
5.00 cu.m/ha/d (Institutional) 49 AVE 40 S
43 ST
T
47 AVE
30 AVE
42 ST
48 ST
ST
43 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
Site 5: Lions
SOLEIL BLVD
32 AVE
44 ST
+ $
51
52 S T
E
PARC ST
60 ST
64 ST
65 ST
32 AVE
0
45 ST
40 A V
47 ST
Site 4: Four Seasons
CAILLOU BAY
35 AVE
1:15,000
45 AVE
46 ST
+ $
5.00 cu.m/ha/d (Industrial)
Site 3: Highschool
53 S T
+ $
1.00 cu.m/ha/d (Institutional) 36 ST
66 ST
53 AVE
ACRWC
48 AVE
66 ST
+ $
Site ACRWC
67 ST
1 $
Legal
SERTS Lift Station
57 ST
Date: 11/24/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.24 - DWF Generation Rates.mxd
+ $
Legend
Site 1: Coloniale
MASSON ST
64 AVE
FIGURE 4.24
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT DRY WEATHER FLOW CALIBRATION GENERATION RATES
FIGURE 4.25
WWF Calibration Site 1 July 22nd to August 9th, 2014
Modelled Flow Rain Gauge ACRWC
0
2
50
4
6 30
8
20
Rainfall Depth (mm)
40
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.25 - WWF Site 1, 2014.mxd
60
Monitored Flow
10
12
10
14 0 7/22/2014
7/23/2014
7/24/2014
7/25/2014
7/26/2014
Time
7/27/2014
7/28/2014
7/29/2014
7/30/2014
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVEOPMENT WET WEATHER FLOW CALIBRATION SITE 1 JULY 22 TO AUGUST 9, 2014
FIGURE 4.26
WWF Calibration Site 2 July 22nd to August 9th, 2014
Modelled Flow Rain Gauge ACRWC
0
2
50
4
6 30
8
20
Rainfall Depth (mm)
40
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.26 - WWF Site 2, 2014.mxd
60
Monitored Flow
10
12
10
14 0 7/22/2014
7/23/2014
7/24/2014
7/25/2014
7/26/2014
Time
7/27/2014
7/28/2014
7/29/2014
7/30/2014
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVEOPMENT WET WEATHER FLOW CALIBRATION SITE 2 JULY 22 TO AUGUST 9, 2014
FIGURE 4.27
WWF Calibration Site 3 July 22nd to August 9th, 2014
Modelled Flow Rain Gauge ACRWC
140
0
2
120
6
80
8
60
Rainfall Depth (mm)
4
100
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.27 - WWF Site 3, 2014.mxd
160
Monitored Flow
10
40 12 20 14 0 7/22/2014
7/23/2014
7/24/2014
7/25/2014
7/26/2014
Time
7/27/2014
7/28/2014
7/29/2014
7/30/2014
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVEOPMENT WET WEATHER FLOW CALIBRATION SITE 3 JULY 22 TO AUGUST 9, 2014
FIGURE 4.28
WWF Calibration Site 4 May 18th to June 3rd, 2016
Modelled Flow Rain Gauge ACRWC
35
0
2
30
6
20
8
15
Rainfall Depth (mm)
4
25
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.28 - WWF Site 4, 2016.mxd
40
Monitored Flow
10
10 12 5 14 0 5/18/2016
5/20/2016
5/22/2016
5/24/2016
5/26/2016
Time
5/28/2016
5/30/2016
6/1/2016
6/3/2016
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVEOPMENT WET WEATHER FLOW CALIBRATION SITE 4 MAY 18 TO JUNE 3, 2016
FIGURE 4.29
WWF Calibration Site 5 May 18th to June 3rd, 2016
Modelled Flow Rain Gauge ACRWC
0
2
50
4
6 30
8
20
Rainfall Depth (mm)
40
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.29 - WWF Site 5, 2016.mxd
60
Monitored Flow
10
12
10
14 0 5/18/2016
5/20/2016
5/22/2016
5/24/2016
5/26/2016
Time
5/28/2016
5/30/2016
6/1/2016
6/3/2016
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT WET WEATHER FLOW CALIBRATION SITE 5 MAY 18 TO JUNE 3, 2016
WWF Calibration Site ACRWC May 18th to June 3rd, 2016
180
Monitored Flow Modelled Flow Rain Gauge ACRWC
160
0
2
140
4
6
100
8
80
60
10
40
12
20
0 5/18/2016
Rainfall Depth (mm)
120
Flow (L/s)
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.30 - WWF Site ACRWC, 2016.mxd
FIGURE 4.30
14 5/20/2016
5/22/2016
5/24/2016
5/26/2016
Time
5/28/2016
5/30/2016
6/1/2016
6/3/2016
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT WET WEATHER FLOW CALIBRATION SITE ACRWC MAY 18 TO JUNE 3, 2016
ยน + $
BOUCHARD ST
Site 2: Montalet
MONTALET ST
REICHERT DR
61 AVE
Manhole
T DR REICHER
1 $
Lift Station
# *
Rain Gauge
+ $
Flow Monitor Gravity Sewer Forcemain
60 AVE
Legal
59 AVE
61 ST
63 ST
Percent Impervious Areas CHAMPLAIN DR
64 ST
57 AVE
0.1% (Sites 2 and 4)
67 ST
LE G EA
M
N O
T
ST
56 AVE
0.3% (Site 5)
55 AVE
0.5% (Site ACRWC) 0.7% (Site 1)
50 AVE
56 ST
49 ST
50A AVE
49 AVE 40 S
43 ST
T
30 AVE
42 ST
47 ST
48 ST
ST
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
Site 5: Lions
SOLEIL BLVD
32 AVE
44 ST
+ $
51
52 S T
E
45 ST
40 A V
43 AVE
46 ST
Site 4: Four Seasons
PARC ST
60 ST
64 ST
65 ST
32 AVE
0
45 AVE
CAILLOU BAY
35 AVE
1:15,000
Site 3: Highschool
53 S T
+ $
36 ST
66 ST
52 AVE
47 AVE
+ $
0.9% (Site 3)
53 AVE
ACRWC
50 ST
# *
48 AVE
66 ST
+ $
Site ACRWC
67 ST
1 $
Study Area
SERTS Lift Station
57 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.31 - WWF Percent Impervious Area.mxd
+ $
Legend
Site 1: Coloniale
MASSON ST
64 AVE
FIGURE 4.31
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT WET WEATHER FLOW CALIBRATION PERCENT IMPERVIOUS AREAS
ยน + $
BOUCHARD ST
Site 2: Montalet
MONTALET ST
REICHERT DR
61 AVE
Manhole
T DR REICHER
1 $
Lift Station
# *
Rain Gauge
+ $
Flow Monitor Gravity Sewer Forcemain
60 AVE
Legal
59 AVE
61 ST
63 ST
Percent Area Contributing to RDII CHAMPLAIN DR
64 ST
57 AVE
1% (Site 2)
67 ST
LE G EA
M
N O
T
ST
5% (Site 5)
56 AVE
15% (Site ACRWC)
55 AVE
40% (Sites 1 and 5)
50 AVE
56 ST
49 ST
50A AVE
49 AVE 40 S
43 ST
T
30 AVE
42 ST
47 ST
48 ST
ST
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
Site 5: Lions
SOLEIL BLVD
32 AVE
44 ST
+ $
51
52 S T
E
45 ST
40 A V
43 AVE
46 ST
Site 4: Four Seasons
PARC ST
60 ST
64 ST
65 ST
32 AVE
0
45 AVE
CAILLOU BAY
35 AVE
1:15,000
Site 3: Highschool
53 S T
+ $
36 ST
66 ST
52 AVE
47 AVE
+ $
95% (Site 3)
53 AVE
ACRWC
50 ST
# *
48 AVE
66 ST
+ $
Site ACRWC
67 ST
1 $
Study Area
SERTS Lift Station
57 ST
Date: 11/21/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\02_Hydraulic Model Development\Figure 4.32 - WWF Percent RDII Area.mxd
+ $
Legend
Site 1: Coloniale
MASSON ST
64 AVE
FIGURE 4.32
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM HYDRAULIC MODEL DEVELOPMENT WET WEATHER FLOW CALIBRATION PERCENT AREA CONTRIBUTING TO RDII
Legend 1 $
MONTALET ST
REICHERT DR
BOUCHARD ST
Forcemain
61 AVE
61 ST
63 ST 64 ST 67 ST
LE G EA
M
N O
Study Area
Less Than -3.5m
T
Between -3.5m and -2.6m
CHAMPLAIN DR
57 AVE
Between -2.6m and 0.0m
ST
56 AVE
Greater Than 0.0m 55 AVE
Peak Discharge Relative To Pipe Capacity 53 AVE
Between 86% and 100%
49 ST
50 ST
50 AVE
56 ST
50A AVE
Between 100% and 120% 49 AVE 40 S
Greater Than 120%
43 ST
T
36 ST
66 ST
Less Than 86%
52 AVE
48 AVE
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
1 $
Legal
Maximum HGL Elevation Relative To Ground
60 AVE 59 AVE
SERTS Lift Station
Lift Station
T DR REICHER
MASSON ST
64 AVE
57 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.34 - EX DWF Plus I-I of 028Lsha_Q-Qman and Max HGL.mxd
ยน
FIGURE 4.34
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND CONSTANT I-I RATE OF 0.28L/s/ha
Legend
53
71
34
4
48 28
29
63
35 55
24
62
32
52
27
45
45
32
44 84
31 38
85
13 70
30
53 68
29
27
24
39
16 17
23
26 25
16
18
22
20
65
67
25
49
24
23
25
65
Spare capacity labels are in L/s.
36 ST
37
34
1:15,000 20
23 28
75
150
300
450
Meters 600
31
29
23
28
25
43
36
35
18 19
4
24
24
26
33 26
33
28
0
39
22
8
89
37
85
24
83
21 69
100
1 13
52 55
68
151
119
60 37 156 184
55
29
67
28
30
16
15 31
55
61
66
68
26
29 59
9 14
102
61
54
77
18 170
34
35 34
39
29
24
49
24
76
44 34 38
26
174
179
33
32 39
27 55
37
63
37
24
72
28
136
8
25
36
197
54 48 32
23
36
23
29
53
24
5 24 2
25
36
26
12
11 176
35
55
52
29
38 41
23 24
23
42 AVE
32 AVE
27 21
24
20
38
25
41
38 39
54 37
27
21
11
84
46
63
34 39
41
33
7
4
61
57
69
15
166
16
47
40 38
38
21
49
106
10
91
21
9
508 202
544
47
35
33
29
64
27
60 ST
46
65 ST 39
24
47
18
52
63
28
15
22
21
47
246 94
18 14
13
85
39
71 77 23
37
395
96
22
15
15
35
17 14
19
21
55
9
223
36
46
40
21
19
1
39
21
24
37
19
26
11
10
10
23
33 2 3
452
455
458
54
38
47
19
43
22
21
32 466
53
15
28
32
11
54
39
26
29 24
54
17
23
35
26
74
11
24
31
24
36
17
23
20
21
50 ST
37
17
17
20
16
19 18
16
24
15
19 46
55
60
15
33
22
27 28
2 307 9
61
21
23
20
38
36
32
39
16
Greater Than 100L/s
24
329
14 2 1
75 - 100L/s
41
28
22
23
50 - 75L/s
16
14
29
63
67 82
82 25
24 25 23 18 50
14 451 937
16 1065
33
42
24
35
24
23
32
170
66
34
25 - 50L/s
45
18
19
21
11
20
19
30
44
33
48 37
19
39
57
24 14
45
16
54
26
29
25 55
10 53
66 31
29
48
29 51
18 57
69
42
25
37 15
36 34 23 32 39
25 28
55
74
31
62
4774
88
44
26
32
24
0 - 25L/s
15 25
13
70
62 109
35 AVE
22
45
36
31
34
7
39
571
24
25
20
22
13
40
42
66
78
29
49
31 33
27
32 24
12 8 38
7
25
23
34
19 24
33
27
22 27
32 28 38
27 15 16
25 24
25 30
34 22
23
17
14
19
311
71
59
62
17 14
31 47
28
23
29
47
61 ST
30 25
61
26
63
32
18 22 24
124 50
52
123
23
24
31
28
20 23
63 ST
44 40
39 1801 49 1797
63 70
68
15
37
38
24 23
22
25 23
32
33
105
28
22 23
248
50 1799
41
29
39
34 22 23
17
39 38
30
4 42
72
25
182
194 184
31 32
67 ST
42
17
23
27
41 64
Less Than 0L/s
37 29
52 30 49
16
19
15
124
17
26
40
41
30
26
29
18
24
21
180
18
406
26
32
29
34
66
156 164
27
26
27
74
31 26
24
20
52
23
68
33
37
14
37
23
22
45
79 270
37
26
72
22
184
37
35
23
Spare Capacity
24
29
23
-61 8
47
49
42
-1
15
26
48
28
60
11
18
21
25
Study Area
51
63
24
30
42
44
31
19
15
23
36
72
32
127
28
20
73
22
27
24
116
103
27
24
20
36
61
11
23
34
12
30
33
34
35
34
9
22 24
14
58
106
135
36
56
52
45
37
29
38
33
15
38
57
68
37
19
23 25 166
32
49
20
23
44
20 34
34 36
93
46
52
142
6
52
138
65
15
52
68
71
49
73
51
46 38 15
38
51
18
34
20
60 52
55 64
30
78
23
4
95
35
42
56
33
12
17
16
24
22
18
49
53
178
88
28
20
76
15
19
55
43
Legal
45
9
51
45
33 32
83 77
74
55
45
46
6
90
16 26
40
46
78 31
18
130
22
28
65
25
44
82
27
35
14
66
35
51
9
22 75
60
36
54
9
30
26
62
28
15
-1 0
21
Forcemain
51
34
38
19
Lift Station
55
29
38
45
36
33
1 $
26
37
54
-16 174 9
18
18
MONTALET ST
52
23
38
39
92
2051
24
83
34 25
67
25
41
34
35
27
74 49
98
35
-22
3021
-13
80
72
20 576
40
-42
32
39
33
43
59
29 31
35
Manhole
28
11
34
-91 586
36
25
36
-37 695
35
24
33
35
24
10
-35 521
21 34
31
40
-25 632
19
24
40
49
29
39
29
25
-47 597
17
21
23
36
-32 600
173
SERTS Lift Station
-26 413
22
69
-18 841
30
45 37
31
12
102
-38 476
1 $ -29
38
25
24
-71
24
24
31 24
34
83 31
32
48
13
64 48
53
23
65
30
30
32
29
32 25 30
34
49
34
68
34
29
30
43
22
18 33
24
188 211
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.35 - EX DWF Plus I-I of 028Lsha_Spare Capacity.mxd
33
40
23
14
ยน
FIGURE 4.35
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS SPARE CAPACITY CONSTANT I-I RATE OF 0.28L/s/ha
Legend 1 $
MONTALET ST
REICHERT DR
BOUCHARD ST
Forcemain
61 AVE
61 ST
63 ST 64 ST 67 ST
LE G EA
M
N O
Study Area
Less Than -3.5m
T
Between -3.5m and -2.6m
CHAMPLAIN DR
57 AVE
Between -2.6m and 0.0m
ST
56 AVE
Greater Than 0.0m 55 AVE
Peak Discharge Relative To Pipe Capacity 53 AVE
Between 86% and 100%
49 ST
50 ST
50 AVE
56 ST
50A AVE
Between 100% and 120% 49 AVE 40 S
Greater Than 120%
43 ST
T
36 ST
66 ST
Less Than 86%
52 AVE
48 AVE
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
1 $
Legal
Maximum HGL Elevation Relative To Ground
60 AVE 59 AVE
SERTS Lift Station
Lift Station
T DR REICHER
MASSON ST
64 AVE
57 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.36 - EX DWF Plus 5yr 24hr Huff_Q-Qman and Max HGL.mxd
ยน
FIGURE 4.36
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND 5YR 24HR Q4 HUFF STORM
Legend
6
28
54
71
62
29
64
35 24
55
52
62
32
45
32
44
38 31
85
84
13
30
53
70
68
29
27
24
24
39 14 37
16
16
24
22
34
16
72
23
25
65
Spare capacity labels are in L/s.
36 ST
56
28
25
1:15,000 21
28
150
300
450
Meters 600
44
25
36
24
47
75
31
29
26 28
19
6
24
19
9
89
87
24
37
25
26
24
22
0
39
20
33
21
20
85
71
102
3 13
201 156 185
52 55
68
153
121
60 37
174
39 31
26
15
15 35 34
55
60
65
68 67
32 27
18
-2 5 34
35 38 32 39
30
27
23
76
45
33
29
25
49
26
27 56
18 15
65
67 100
61
54
77
17 12 11
13
18
138
8
25
36
178
56
38
34
41
39 49
17
157
24
55
37
34
48
45
57
69
38
106
15
22 27
64
37
46 54
52 39 35
24
30
23
38
62
67
34 40 39
38
22
53
36
29
66
32
60 ST
48
65 ST 39
47
25
41
19 22
8
181
36
39
73 79
37 37
36 39
237 94
457
9
-7
42 AVE
4
27
11
21
72
7
224
24
29 26
24
5 24 2
26
36
27
7
5
35
106
54 35
62
14
22
32 AVE
55
9 21 2
24
27
38
41
36
10
19
49
56
40
15
50
9
47
62
42
47
35
23
37
45 47
40
6
507 207
545
23
24
55
5
34
30
60
43
45
25
23
21
17
46
47
22
38
99
Greater Than 100L/s
41 26
18
32 84
0
-8
-2 77
1
75 - 100L/s
15
14
20
59
43
19
21
19
20 37 27 22
16 18 23
-9
396 49
35
36
32
39
23
16
54
18
78 14
17
28
-8
26
587
33
33
48 37
82
82 30 23 25 21 14 13 53
35
15
0
88
44
27
32
24
25 45
36
35 AVE
73
59
64
33
50 - 75L/s 18
16
23
458
462
465 24
28
42
27
67
16 19 18 18 20
39
57
24 17 68
20
16
17
15
13
23
37
26
61
1 328
76
35
90
328
33 -8
Less Than 0L/s
25 - 50L/s
27
51
20 57 18 50
19
-8
3 305
48
29
77
24
37
19 46
24
83
0 - 25L/s
25
45
29
15
26
20
67
15
34
24
7 32
-29 27
41
55
78
29
49
31 33
24
27
22
25 28
-12
23 24
47
-13
66 31
28
34
38
24
19 25
33
36
14 442 928
31 1056
19
24
62
32
45
6
32
26
40
41
36
26
26
25
10
39
15 2 2
Spare Capacity
52 30 49
25
20 19
17
8
416
28
12
28
19
29
34
63
10
-7
76
26
15
29
14
51
22
21
31
25
24
40
-26
24
66
170
Study Area
24
13
21
-6
21
42
160
113
15
38
-5 74
31
24
8 15 1
-7
37
35
28
33
17
8
14
38
68 259
22
-20
19
29
23
40
47
37
59
-8
24
48 -24
116
72
18
44
45
32
21
17
23
20
73
-8
25
24
19
32
15
34
37
38
-3
25
21
35
22 62
26
71
69 63
32
45
32 30
102
26
27
24
30
19
19
36
51
44
22
21
-9
157 165
-11
24
37 36
35
12
-10
21 24
38
-13
58
30
34
20
53
31 62
14
21
110
139
43 -2
39
33
-12
36
23
44
16
54
34
30
38
28
13
32
50
26
31
Legal
51
52
34 36
20
142
-4
52
138
73
93
45
52
1826 35 1822
64
76
68
71
34
25 169
15
33
20
43
43
Forcemain
55
45 56
9
17
-1
30
34
22
4
60 54
65 58
69
42
28
12
16
24
38
4
19
7 25
04
52
24
25
68
55
28
23 27
32 29
27 38
32 27
16
25
43
34
32
46
76 74
44 45
2
15
35 127
48
39
27 28
30
47
61 ST
30 25
63 ST 40
45
94
16 30
25
20
41
46
78 31
55
43
23
80
28
65
92
23
19
27 30
124 51
53
29 24 28
24 39
86
18
34 1827
18
66
51
32
38
25 23
25 34
21 24
31
34
50
23
59
109
29
23
49
29
52
34
34 22 23
30
43
39 38
5 42
74
182
195
197 207
31 33
226 271
14
64
Lift Station
51
19
131
22
27
52
46
67 ST
55 35
44
1 $
61
35
33
38
-5
25
61
36
18
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.37 - EX DWF Plus 5yr 24hr Huff_Spare Capacity.mxd
70
26
34
69
23 75
65
29
18
38
21
78
37
19
MONTALET ST
27
24
38
39
32 5 3
62
10
23
35
38
25
39
33
43
59
45
27
45
-3
26 21
34
34
-19
22
25
26
1 3009
24
84
29
663
23
35
28
76 49
41
34
92
12
22
24
82
98
56 564
32
72
-54 574
29 31
35
Manhole
28
12
34
0 683
38
505
39
29
13
34
37
24
10
4
37
31
88
18
16 608
37
54
42
50
29
27
-5 567
69
572 13
35
2
SERTS Lift Station
21 393
84
37
33 834
22
22
46 37
31
14
55
30
-19 63
58
60
24 65
105
-18
57
49
37
13 485
1 $
60
28
24
-4
47
54 192 234
24
33
34
31
38
30
34
33 32 25
24
33
49
39
25
34
34
34
51
33
29 33
37
45
48
24
16
ยน
FIGURE 4.37
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS SPARE CAPACITY 5YR 24HR Q4 HUFF STORM
Legend 1 $
MONTALET ST
REICHERT DR
BOUCHARD ST
Forcemain
61 AVE
61 ST
63 ST 64 ST 67 ST
LE G EA
M
N O
Study Area
Less Than -3.5m
T
Between -3.5m and -2.6m
CHAMPLAIN DR
57 AVE
Between -2.6m and 0.0m
ST
56 AVE
Greater Than 0.0m 55 AVE
Peak Discharge Relative To Pipe Capacity 53 AVE
Between 86% and 100%
49 ST
50 ST
50 AVE
56 ST
50A AVE
Between 100% and 120% 49 AVE 40 S
Greater Than 120%
43 ST
T
36 ST
66 ST
Less Than 86%
52 AVE
48 AVE
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
1 $
Legal
Maximum HGL Elevation Relative To Ground
60 AVE 59 AVE
SERTS Lift Station
Lift Station
T DR REICHER
MASSON ST
64 AVE
57 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.38 - EX DWF Plus 25yr 24hr Huff_Q-Qman and Max HGL.mxd
ยน
FIGURE 4.38
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND 25YR 24HR Q4 HUFF STORM
Legend
-2
28
29
35
60
52
46
59
30
44
32
43 83
13
31 38
30
70 29
39
24 16 15
20
23
12
22
49
25
23
25
65
Spare capacity labels are in L/s.
72
36 ST
26
66
22
25
49
1:15,000 18
26 28
17
23 52
17
10
25
0
75
150
300
450
Meters 600
31
18
36
37
3 19
9
89
25
8
82
15 20
68
0 13
198
52 55
68
150
118
60
99
76
156 185
31
24
84
19
14
4
37
171
39
29
29
21
47
16
18
-2
13
36
25
44
20
23
39
26 28
24
15
26
24
22
135
34
35 34
32
32 31
4
25
21
44 35
30
34
41
39
55
59
65
65
36 66
60
53
67
38
20
55
37
24
27
28
20
175
56
38
72
26
71
58
53
24
54
85 53 27
12 16
14
3
0
33
32 39
27
5 24 2
27
34
48
45
68
24
21 55
143
76
54 38
25
7
5
46
52 39 35
24
37
23
30
38
29 26
29
50
63
48 32
10
43 AVE
177
36
54
39
38
22 36
29 37
223 94
443
46
-9
67
34 40
65
31
60 ST
47
53
47 61
36
4
14
32 AVE
52
39
41
36
27
38
1058
-6
4
21
24
55
42
-4
47
39
71 78
37 37
65 ST
49
16
15 9
21
40
57
60
207
-1
472 204
510
55
39
47
24
37
57
69
106
15 14
13
31 53
-9
-2
47
35
56
60
43
38
45
25
22
38
36
32
39
362
23
24
15
18
18
19 37 26 20
1
23
99
24
40
224
30
14
46 13
15
-4
23
55
8
2
43
54
43 45
19
35
9
2
33
48 36
82
82 23 24 18
12 14
-10
23
33
423
426
88
44
26
32
24
Greater Than 100L/s
40 17
20
16
34
35 AVE
23
45
36
32
75 - 100L/s
13
8 15
14
28
25
19
45
17
23
29
-12
548
72
59
64
28
41
17
15
-12
28
74
34
86
293
24
26
40
41
35
26
26
50 - 75L/s
24
35 19
37
16
19 46
36
4744 58
429
380
25 - 50L/s
15
16
19
7 53
20
4
75
27
67
32 12
11 8 16 17
39
57
15
45
17 50
19
31
23
26
8
61
17
39
15 2 1
Less Than 0L/s 0 - 25L/s
25
326
24
28
18
-2
-29
48
29 51
29 16
-72
26 25
28
8
37
28
Spare Capacity
45
14
21
67
26
22 27
19 57
15
33
24
21
0 31
28
-35
27 17
-7
72
14 427 913
-8 1041
-4
62
22
31
12 19
18
14
40
-38
78
29
49
31
69
42 21
25
24
21
66
23
19 24 23 21
0
0
-41
9
42
11
14
1
37
-40
26
-1
55
152
17
37
145
Study Area
52 30 49
33
33
50 241
-59
35
9
-2
97
36
31
28
34
56
28
22
63
22
23
4
26
56
50
23
48
28
-8
7 -27 -3
23
25
3
-42
24
25
72
19
31
26
0
18
28
14
116
45
30
23
22
14
19
15
38
66
-43
27
14
34
20
20
31
24
45
102
-17
31 38
-48
23
52
-15
38
36
43
44
32
33
32
9
-14
20 23
63
23
-13
39
33
-47
30
22
11
18
33
12
43
8
20
19
26 14
31 28
12
29
25
33
25
18
34
22
26
62
111
35 34
34
14
Legal
44
52
45
37
27
52
107
52
20
68
40
52
35 57 30 53
32
49
25
42
-5
1767 20 1764
26
29 7
62
34
34 36
11
35
42
24
72
93
24
-3
30
34
20
3
28
101
38
-4
19
30
28
18
12
93
48
24
25
33
9
70
32 25
16
25
42
43 12
1772
67
55
23
19
46
76 74
16
68
92
16 28
54
53
45
71
156 162
22
28
65
24
36
84 78
83
31
51
51
33
27 38
25
29
47
61 ST
30 25
66
34
127
15
40
45
77 26
16
43
17
39
35
17
58
27 30 35 126
29
39
30
27
23
63 ST 40
45
46
1777
54
11
32
25
9
61
36
6
67 ST
-8
24
44
16
38
91
131
124 51
32
28
48
24
31
53
29
25 23
33
33
21
22 23
54
25 163
9
37
38
25 23
70
101
28
49
29
35
34
34 22
49
23
14
39 38
5
26
42
196 186
179 186
30 32
204 250
38
18
22 75
24
65
29
22
19
78
36
44
24
16
Forcemain
55
61
37
54
45
35
-5
-9
15
MONTALET ST
Lift Station
51
34
-21
33
43
59
29
583 0 2924 14
27
32 5 2
1 $
25
11
33
92
55 485
26
39
23
38
98
-55 498
25
72
0 611
22 21
82
34
39
66
25
39
32
33
25
69 47
34
440
75
39
20
4
32
9
15 558
28 31
Manhole
28
5
35
68
-7 527
27
29
24
24
8 541
171
SERTS Lift Station
14 375
24
24
37
22 827
23
120
474
43
-39
22
71
1 $
2
39
29
31
88
39
29
6
104
23
-33
37
25
23
39
26
33
34
42
29
11
24
84
30
22
38 37
31
7
70 54
60
24
65
31
41
32 25
30
39
17
18
15
22
62
34
49
37
33
34
17
18
51
16
13 33
30
34
169 213
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.39 - EX DWF Plus 25yr 24hr Huff_Spare Capacity.mxd
28
48
24
16
ยน
FIGURE 4.39
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS SPARE CAPACITY 25YR 24HR Q4 HUFF STORM
Legend 1 $
MONTALET ST
REICHERT DR
BOUCHARD ST
Forcemain
61 AVE
61 ST
63 ST 64 ST 67 ST
LE G EA
M
N O
Study Area
Less Than -3.5m
T
Between -3.5m and -2.6m
CHAMPLAIN DR
57 AVE
Between -2.6m and 0.0m
ST
56 AVE
Greater Than 0.0m 55 AVE
Peak Discharge Relative To Pipe Capacity 53 AVE
Between 86% and 100%
49 ST
50 ST
50 AVE
56 ST
50A AVE
Between 100% and 120% 49 AVE 40 S
Greater Than 120%
43 ST
T
36 ST
66 ST
Less Than 86%
52 AVE
48 AVE
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
1 $
Legal
Maximum HGL Elevation Relative To Ground
60 AVE 59 AVE
SERTS Lift Station
Lift Station
T DR REICHER
MASSON ST
64 AVE
57 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.40 - EX DWF Plus 50yr 24hr Huff_Q-Qman and Max HGL.mxd
ยน
FIGURE 4.40
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND 50YR 24HR Q4 HUFF STORM
Legend
61
-5
71
34
48
56
53
29
35
59
24
54
52
58
28
32
36
44
42 83
31 38
85
13 70
30
53 68
29
27
24
39
24
12
16 14
18
22 21
16
10
32
5
25
19
24
25
30
49
34
49
25
23
25
65
Spare capacity labels are in L/s.
36 ST
66
24
19
1:15,000
28
17
21 50
55
58
65
65
66 95
60
52
67
55
76
17
17
0
75
150
300
450
Meters 600
36
37
1 19
9
89
83
24
80
97
67
9 12
31
19
47
19 156 185
31
25
44 15
17 16
14 55 37
196 68
29
26 28
26
19
76
52 55
39
16
32 24
20
24
13 13
169
39
29
34
35 34
32 31
5
-1
15
13
-3
173
44 35 38
28 26 27
8
25
31
33
32 39
27 50
24
72
27
28
133
32 AVE
35
24
30
37
37
37
63
26 55
47
36
53
40
62
38
136
13
9 -2
43 36
46 54
51 56 35
39
35
5 24 2
1
3
171
4
37
35
38 41
14
22
20
21
9 24 21 2
25
41
38 39
54 31
5
3
10 11 -9
39
38
22
41
36
52
39
67
34 40
64
30
60 ST
46
29
49
4
14
36
39
71 77 23
37
65 ST
47
052
224
39
47
35
1
5
45
25
46
59
24
-9
0
455 197
493
-7
34
24
40
14 8
47
24
60
42 44
45
18
345
98
23
55
-4
2
34
30
43
54
0
-8
-2
-5 406
409
412
55
38
216 94
436
26 19
15 17
1
23
22
39
36
32
21
14 13
10
31
37 19 18
-11
23
26
33 -14
-13
23
24
6
16
24 -14
28
36
71
36 13
14
18
30
5
35 19
37
19 46
48
23
20 16
19
15
14
14
23
4739 41
33
43
15
16
18
19 5 4 53
50
7
61
17
-46
48
29 51
326
62
74
66
16
-83
27
24
17
55
-3
23 21
26
-43
26
24
32
72
31
Greater Than 100L/s
40
16
20
75 - 100L/s
25
1
24
28
23
534
34
31
50 - 75L/s
12
0
39
283
23
45
33
28
44
19
20
-63
28
14 2 1
25 - 50L/s
24
184
1
26
16
41
32
24
27
27
106
23
16 24 17
14 420 906
-15 1034
-5
-8
Less Than 0L/s
37 82
0 - 25L/s
63
0
28
149
116
18
144
31
15
17
-4
31 28
20
66
22
19
137
Spare Capacity
45 14
16
8 19
18
40
42
363 26
36
31
33
24
20
10
12
13
-7
89
Study Area
52 30 49
66
45 232
-12
-17
-53
74
32
57
69
82 45
15
32
27
46
20
23
23
-1
21
28
34
55
2 -32 -4
37
-51
25
45
36
82 24 14
18 57
69
42
25
22
24
7
3
71
25
13
17
13
18
37
-15
58
22
-3 14
29 26 30
12
36
23
27
22
35
41 64
48 67
32 9
8 16
39
57
77
29
49
31 33
27 38
32 24
-8
22
20
26
22
-70
26
25
2
48
73
31 26
19
29
25
17
34
38
8
32
-6
20
25
40
24
-1
153
71
19
-49
24
30
23
13
116
101
45
31
127
22 26
32 29
39
27 15
24
25 30
34
26
63
17
19
20
27
28
44
23
21
35
-15
30
42
44
31
19
33
30
7
-14
19 22
38
40
48
17
-2
17
-50
57
5
35 48
28 16
25
42
22
60
1749 15 1747
61
-17
-6
33
27 30
124 51
53
126
23
29
31
24
22
29
23
29
47
61 ST
29 24
63 ST 40
44
40
39
1754 14 1760
67 ST 67
43
-53
127
28
8
11
38
32
-51
65
96
39
25 159
35 34
20
52
91
46
36
26
35
52
68
24
51
25
41
-5
14 52
56 19
6
49
29
38
25 23
25
21
20
20
24
32
87
25
194 240
37
27
34
22 6
23
18
39 38
5 42
63
172
176
164
28 31
176
21
25 3
03
42
24
32
49
34
11
56
51
34 36
7
13
16
20
27
35
50
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.41 - EX DWF Plus 50yr 24hr Huff_Spare Capacity.mxd
4
89
52
7
72
93
21
51
12
17
18
20
38
61
19
65
18
30
78
2
38
27
45
6
160
30
46
76 74
55
30
91
16 27
28
65
22
9
Legal
50 50
43 18
55
44
31
51
50
21
39
45
77 26
53
44
83 77
82
44
66
21 24
Forcemain
50
61
70
22
23
38
46
33
22 75
131
14
18
Lift Station
34
10
15
60
36
54
31
45
29
15
-1 0
14
MONTALET ST
31 5 2
33
49
38
33
29
38
23
38
1 $
25
37
54
25 39
92
34
-5
36
34
98
-21
24
81
32
24
66 46
72
0 2904
-19
71
39
33
43
59
32
34
560 11
27
26
55 467
26
25
38
8
-55 481
22 21
28 31
Manhole
28
1
35
68
-1 596
24
24
23
25
23
40
427
23
20
1
22
39
29
3
30
88
8
11 546
22
31
38
29
3 25 2
-12 518
34
-48
84
37
3 539
-18
SERTS Lift Station
10 375
29
4
54
30
22
33 36
31
104
18 828
27
23
1 $
-3 473
30
24
21
-39
24
16
23 150 203
22
32
37
37
31
60
24
65
31
9
10
7
14
32 25
24
34
49
30
35
39
25
9
58
34
33
10
51
8
5
20
48
24
16
ยน
FIGURE 4.41
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS SPARE CAPACITY 50YR 24HR Q4 HUFF STORM
ยน
FIGURE 4.42 Legend
LP 2.3
1 $ REICHERT DR
Forcemain
LP 5.2
Legal
LP 6.1
Study Area
LP 6.2 LP 7.1
LP 1.1
LP 2.1
LP 5.2
61 ST
63 ST
LP 5.1
LP 8.2 LP 1.2 LP 8.3 LP 8.4
CHAMPLAIN DR
LP 9.1 N O
T
56 AVE
LP 10.1
LP 12.1
LP 2.4 LP 11.1
55 AVE
LP 2.5 LP 11.2 LP 3.1
LP 8.1
LP 12.2 LP 3.4 LP 13.1 LP 3.5 LP 14.1 49 AVE
3. 3
LP 1
43 ST
T
48 AVE
36 ST
LP 8.3
LP 8.4
LP 12.1 LP 3.3
50A AVE
LP 8.2
50 ST
50 AVE
LP 3.2
40 S
LP 6.2
49 ST
52 AVE
56 ST
66 ST
LP 11.3
53 AVE
.2 LP 12
LP 6.1
L G EA
EM
LP 2.3
ST
47 AVE
1:15,000
4. 1 0
LP 13.1 LP 11.3
LP 11.2
32 AVE
30 AVE
PARC ST
35 AVE
LP 10.1
64 ST
CAILLOU BAY
SOLEIL BLVD
32 AVE
42 ST
ST 51
E
43 AVE
45 ST
LP 3 .2
LP 3.1
44 ST
40 A V
52 S T
LP 9.1
53 S T
45 AVE
65 ST
Gravity Sewer
LP 2.2
LP 7.1
66 ST
LP 4.2
Longitudinal Profile ID
64 ST
LP 3.5
67 ST
LP 3.4
Lift Station
LP 2.1
LP 5.1
67 ST
LP 1.1 LP 1.2
LP 4.1
LP 8.1
1
1 $
SERTS Lift Station
BOUCHARD ST
LP 4.2
LP 2.4
. LP 4
60 AVE 59 AVE
LP 2.2
MONTALET ST
LP 2.5
LP
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.42 - Longitudinal Profile Key Plan.mxd
T DR REICHER
MASSON ST
64 AVE
Manhole
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
LP 11.1
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS LONGITUDINAL PROFILE KEY PLAN
ยน
FIGURE 4.43
Legend 1 $
MONTALET ST
REICHERT DR
BOUCHARD ST
Forcemain
61 AVE
61 ST
63 ST 64 ST 67 ST
LE G EA
M
N O
Study Area
Less Than -3.5m
T
Between -3.5m and -2.6m
CHAMPLAIN DR
57 AVE
Between -2.6m and 0.0m
ST
56 AVE
Greater Than 0.0m 55 AVE
Peak Discharge Relative To Pipe Capacity 53 AVE
Between 86% and 100%
49 ST
50 ST
50 AVE
56 ST
50A AVE
Between 100% and 120% 49 AVE 40 S
Greater Than 120%
43 ST
T
36 ST
66 ST
Less Than 86%
52 AVE
48 AVE
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
75
150
300
450
Meters 600
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
1 $
SERTS Lift Station
Legal
Maximum HGL Elevation Relative To Ground
60 AVE 59 AVE
57 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.43 - EX DWF_Q-Qman and Max HGL.mxd
T DR REICHER
MASSON ST
64 AVE
Lift Station
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND DRY WEATHER FLOWS
Legend
71
34
49 28
67 69
35 24
66
36
45
36
32
46
38 31
85
57
84
13
70
30
53
70
68
30 29
27
24
39 23
16
16 17
26
24
34
23
30
30
26
25
23
25
65
Spare capacity labels are in L/s.
56
1:15,000 24 23
23
24 27
75
150
300
450
Meters 600
25
36
47
36
9 19
42 AVE
9
90
88
15
16
91
22
24
37
23
25
23
29
26 28
25
24
0
39 31
28
33
33
33
23 24
9 14
26
18 16
30
49
27
27
14
84
28
38
36 ST
39 25
34
41
39
55
25
27
31 60
19 15
14 19 91
7
72
54 38
61
66 68
55
65
67 61
55
56 77
53
49
18
24 172
252 94
32
25
20 22
24 25
72
27
26 55
38
37
24
27
60
75
178
37
7
76 13
205 32 39
27
35
39 31
29
34
35 38
56
29 26
29 5 24 2
33
34
24
30
24 21
181
32 AVE
35
36
36
105
52 55
68
156
124
141
8
25
36
15
1
14
184
45
52
41
39
49
38 64
37
46 54
39
38
22
29 55
54 62
68
34 40
66
33 37
50
65 ST 39
21
4
47
59
64
28
106
36
39
75 82
37 37
40
21
36
55
49
224
39
25
9
47
27
38
47
35
62
42
29
29
517 211
555
55
40
Greater Than 100L/s
24
47
47
38
45
25
25
37
25
19
407
469
0
30
60
43
22
30 27
27
23
23
38
25
23
33 27
22
39
85
17
28
32
23
24
37
32
10
23
30
16
18
43
75 - 100L/s
25
11
35
36
16
66
34
23
29
21
20
28 16
19
18 23
38
28 27
26
61
0 330
79
126
25 28
472
475
88
17 45
33
53
50
60
56
48
29 51
17
54
27 29
17
22 56
29
83
156
598
35 AVE
33
24
25 45
36
41
76
60
64
50 - 75L/s
41 30
62
31
29
24
126
24
28
42
15
35 19
37
15
19 46
26
40
22
25
62
339
36
26
24
35
426
26
16 23
32
21 38
66
26
20 25
33
36
79
33
Less Than 0L/s
16
17
22
43
79
34
29
20
78
19
23
40
83
25 - 50L/s
66
19
86
106
125
42 43
456 14
942
22 1070
30
15
38
107
77
175
18
7
38
35
38
25
50 ST
20
18 19
30
24
30
23
Spare Capacity
15 25
184
105
88
34
24 19
15
13
20
20
18
Study Area
45
39
33 27
55
82 78
82
16
14
19
130
187
37
0 - 25L/s
63
4
48
86 277
53
32
29
35
62
10
25
11
23
18
30
127
30
16
27
24
72
69
22
52 30 49
16
26
25
50
74
157 166
25
64
39
58
20
68
28
27
75
53
22
44
31
36
27
58
111
140
25
26
24
30
25
24
32
32 39
99
116
103
25 25 170
31
24
38 16
38 25
36
38
16
39
26
35
27
14
37
38
25
24
35
24 57
69
42
32
17
56
24
25 30
34 22
68
21 23 27
29
49
31 33
27 38
32 16
25
44 63
26
34
26
64
22 24
39
61
72
41
24
34
20
49
29
27
39
29
26 22
35 127
32 29
39
27 33
30
47
61 ST
30 25
63 ST
45 41
40
1866
65
1865 110 1860
24
44
23 35
48
27 27 30
51
53 48
24 28
40
22 24
24
303 72
15
16
39
33
100
70
142
45
47
34
22
20
52
138
33
93
47
52
69
71
40 39
19
13
60 66 60 56
57
30
36
44
25
34
16
28
52
19
3
15 21
19
16
19
62
94
32
24
37
38
25 23
25
31
23
72
34
29
49
29
74
34
34 22
88
23
53
39 38
5
66
42
74
183
195
198 239
31 33
67 ST
45
19
38
4
18
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.44 - EX DWF_Spare Capacity.mxd
20
04
32
50
48
38
54
12
36
18
45
68
38 15
56
54
74
55
35
46
76
65
98
16 34
28
65
39
51
53
35 36
52
46
51
27
23
78
66
36
73
43
27
90 84
57
89
22
47
36
55
18
56
Legal
46
9
62
1816
40
64
131
0
41
47
63
45
21
38
31
35
38
Forcemain
52
36
37
54
25
Lift Station
55
29
94 211 7
23
22
45
37
29
1 $
28
80
24
24
79
29
75
24
92
35
68
740 91
39
23
MONTALET ST
98
132 641
33
43
59
39
33
72
22 651
38 34
76 760
27
20
78 582
26
67
26
86
34
39
69
88 684
22 21 34
38
31
84 52
43
37
29
65 637
24
90
26
37
81 631
77
SERTS Lift Station
87 440
92
10
32
39
71
95 868
88
24
105
1 $
502
11
87
91
78
22
23
26
25
67
85
29 31
35
Manhole
29
22
11
25
193 266
25
30
22
39
29
21
44
46
24
26
34
84 37
33
23
70 55
60
24
65
31
47
79
39
46
32
53
51
61
29
46
57 38
32
15
60
54
54
55
52
59
32 25 30
35
49 44
34
27
54
55
52 33
45
67
156 186
24
16
ยน
FIGURE 4.44
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS SPARE CAPACITY DRY WEATHER FLOWS
ยน
FIGURE 4.45 Legend Manhole
REICHERT DR
61 AVE
Forcemain Legal Study Area
60 AVE
Weeping Tile Location
59 AVE
63 ST
Sanitary Line CHAMPLAIN DR
64 ST
57 AVE
67 ST
Sump Pump - On Surface
L G EA
EM
N O
T
ST
56 AVE 55 AVE
53 AVE
56 ST
50 ST
50A AVE
49 AVE 40 S
43 ST
T
36 ST
66 ST
50 AVE
49 ST
52 AVE
48 AVE
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
1 $
61 ST
No Weeping Tile Connection
SERTS Lift Station
57 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.45 - Weeping Tile Locations.mxd
MONTALET ST
Lift Station Gravity Sewer
BOUCHARD ST
MASSON ST
64 AVE
1 $
T DR REICHER
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS WEEPING TILE LOCATIONS
ยน
FIGURE 4.47 Legend Manhole Lift Station
REICHERT DR
BOUCHARD ST
MONTALET ST 61 AVE
Gravity Sewer Forcemain Legal
60 AVE 59 AVE
63 ST
Extent of Basement Flooding CHAMPLAIN DR
64 ST
57 AVE
67 ST
No Basement Flooding
L G EA
EM
N O
T
ST
56 AVE
Flooding Under 5 Year, 25 Year, and 50 Year 24 Hour Huff Storms
55 AVE
Flooding Under 25 Year and 50 Year 24 Hour Huff Storms Flooding Under 50 Year 24 Hour Huff Storm
53 AVE
56 ST
50 ST
50A AVE
49 AVE 40 S
43 ST
T
36 ST
66 ST
50 AVE
49 ST
52 AVE
48 AVE
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
1 $
61 ST
Study Area SERTS Lift Station
57 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.47 - Inundated Properties.mxd
1 $
T DR REICHER
MASSON ST
64 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS INUNDATED PROPERTIES PER DESIGN STORM
¹
FIGURE 4.48 Legend
1 $
T DR REICHER
MASSON ST
REICHERT DR
MONTALET ST
Lift Station Sewer
BOUCHARD ST
64 AVE
61 AVE
Forcemain
j k
Upgrade ID
60 AVE
Legal
59 AVE
63 ST
UPG 1A - 1
61 ST
Study Area Recommended Upgrade - Sewer Size
67 ST
Decommission Existing SERTS Lift Station
L G EA
EM
N O
CHAMPLAIN DR
57 AVE
64 ST
$ 1 j LiftSERTS k Station
T
900mm (Twin)
ST
56 AVE 55 AVE
53 AVE
56 ST
50 ST
50A AVE
49 AVE 40 S
43 ST
T
48 AVE
36 ST
66 ST
50 AVE
49 ST
52 AVE
57 ST
47 AVE
1:15,000 0
35 AVE
PARC ST
60 ST
64 ST
CAILLOU BAY
65 ST
1 $
SERTS Lift Station 66 ST
UPG 1A - 2
42 ST
47 ST
48 ST
ST 51
SOLEIL BLVD
TR IO MP
590
1,180
1,770
Meters 2,360
HE BL VD
32 AVE
32 AVE
Twin Existing 525mm Sewer with 900mm Sewer
295
44 ST
E 46 ST
40 A V
43 AVE
45 ST
Drop Invert Elevation of 900mm Sewer to 698.30m at this Location for Future Tie-In
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.48 - EX DWF Plus I-I of 028Lsha_Network Upgrades.mxd
Manhole
30 AVE
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS RECOMMENDED UPGRADES CONSTANT I-I RATE OF 0.28L/s/ha
ยน
FIGURE 4.49 Legend
1 $
T DR REICHER
MASSON ST
REICHERT DR
MONTALET ST
Lift Station Sewer
BOUCHARD ST
64 AVE
61 AVE
Forcemain Legal
60 AVE
Study Area
63 ST 64 ST 67 ST
L G EA
EM
N O
CHAMPLAIN DR
57 AVE
T
ST
56 AVE 55 AVE
53 AVE 52 AVE
56 ST
50 ST
50A AVE
49 AVE 40 S
43 ST
T
48 AVE
36 ST
66 ST
50 AVE
49 ST
No Upgrades Recommended under the 5 Year 24 Hour Q4 Huff Storm Scenario
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
1 $
SERTS Lift Station
61 ST
59 AVE
57 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.49 - EX DWF Plus 5yr 24hr Huff_Network Upgrades.mxd
Manhole
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS RECOMMENDED UPGRADES 5YR 24HR Q4 HUFF STORM
¹
FIGURE 4.50 Legend
T REICHER
1 $
DR
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
61 AVE
Lift Station Sewer Forcemain
j k
Upgrade ID
60 AVE
Legal
59 AVE
63 ST
61 ST
Study Area UPG 1C - 1 SERTS Lift Station 67 ST
Decommission Existing SERTS Lift Station
LE G EA
M
N O
T
Recommended Upgrade - Sewer Size
CHAMPLAIN DR
57 AVE
64 ST
1 $ j k
ST
250mm (Upsize)
56 AVE
300mm (Upsize)
55 AVE
375mm (Upsize) UPG 1C - 6
450mm (Upsize) 53 AVE
50 ST
50 AVE
1200mm (Twin)
50A AVE
49 AVE 40 S T
UPG 1C - 4
36 ST
66 ST
UPG 1C - 5
49 ST
900mm (Twin)
Ensure Invert Elevation is 704.375m at this Location for Future Tie-In
! A
525mm (Upsize)
52 AVE
57 ST
43 ST
UPG 1C - 10 47 AVE
UPG 1C - 3
1:15,000
Drop Invert Elevation of 900mm Sewer to 698.30m at this Location for Future Tie-In
PARC ST
60 ST
64 ST
CAILLOU BAY
35 AVE
SOLEIL BLVD
125
250
375
Meters 500
HE BL VD
32 AVE
32 AVE
Twin Existing 525mm Sewer with 900mm Sewer
62.5
44 ST
TR IO MP
45 ST
SERTS Lift Station
42 ST
47 ST
48 ST
ST
43 AVE
UPG 1C - 9
65 ST
1 $
0
UPG 1C - 7 UPG 1C - 8
66 ST
UPG 1C - 2
51
53 S T
Twin Existing 525mm Sewer with 1200mm Sewer
52 S T
45 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.50 - EX DWF Plus 25yr 24hr Huff_Network Upgrades.mxd
Manhole
30 AVE
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS RECOMMENDED UPGRADES 25YR 24HR Q4 HUFF STORM
¹
FIGURE 4.51 Legend
1 $
T DR REICHER
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
61 AVE
Lift Station Sewer Forcemain
j k
Upgrade ID
60 AVE
Legal
59 AVE
63 ST
61 ST
Study Area UPG 1D - 1 SERTS Lift Station 67 ST
Decommission Existing SERTS Lift Station
LE G EA
M
N O
T
Recommended Upgrade - Sewer Size
CHAMPLAIN DR
57 AVE
64 ST
$ 1 j k
ST
250mm (Upsize)
56 AVE
UPG 1D - 8
300mm (Upsize)
55 AVE
375mm (Upsize) UPG 1D - 7
450mm (Upsize) 53 AVE
600mm (Upsize)
50 AVE
900mm (Twin)
50A AVE
1200mm (Twin)
49 AVE 40 S T
UPG 1D - 4
36 ST
66 ST
! A
UPG 1D - 5
50 ST
UPG 1D - 6
49 ST
Ensure Invert Elevation is 704.375m at this Location for Future Tie-In
525mm (Upsize)
52 AVE
57 ST
43 ST
UPG 1D - 12 47 AVE
UPG 1D - 3
1:15,000 0
Drop Invert Elevation of 900mm Sewer to 698.30m at this Location for Future Tie-In
PARC ST
60 ST
64 ST
CAILLOU BAY
35 AVE
SOLEIL BLVD
125
250
375
Meters 500
HE BL VD
32 AVE
32 AVE
Twin Existing 525mm Sewer with 900mm Sewer
62.5
44 ST
TR IO MP
45 ST
SERTS Lift Station
42 ST
47 ST
48 ST
ST
UPG 1D - 11
65 ST
1 $
43 AVE
UPG 1D - 9 UPG 1D - 10
66 ST
UPG 1D - 2
51
53 S T
Twin Existing 525mm Sewer with 1200mm Sewer
52 S T
45 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.51 - EX DWF Plus 50yr 24hr Huff_Network Upgrades.mxd
Manhole
30 AVE
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS RECOMMENDED UPGRADES 50YR 24HR Q4 HUFF STORM
Legend Legal
T DR REICHER
Study Area
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
61 AVE
Maximum HGL Elevation Relative To Ground Less Than -3.5m
60 AVE
Between -3.5m and -2.6m
59 AVE
63 ST
61 ST
Between -2.6m and 0.0m Greater Than 0.0m
64 ST 67 ST
L G EA
EM
N O
CHAMPLAIN DR
57 AVE
T
ST
Peak Discharge Relative To Pipe Capacity
56 AVE 55 AVE
Less Than 86% Between 86% and 100% 53 AVE
50 AVE
49 ST
50 ST
Greater Than 120%
56 ST
50A AVE
49 AVE 40 S
43 ST
T
48 AVE
36 ST
66 ST
Between 100% and 120%
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.52 - EX DWF Plus I-I of 028Lsha_Q-Qman and Max HGL - Upgrades.mxd
ยน
FIGURE 4.52
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS RECOMMENDED UPGRADES PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND CONSTANT I-I RATE OF 0.28L/s/ha
Legend
4
71
62
53
29
63
35 62
72
34
48 28
24
55
32
32
45
84
13
38 31
44 85
70
30
53 68
29
24
27
24
39
16 17
23
26 25
16
18
22
15 17
23
20
24
37
25
34
49
24
23
25
65
Spare capacity labels are in L/s.
36 ST
30
55
29
55
61
66
68 67
28
49
1:15,000 20
23 28
62.5
125
250
375
Meters 500
31
29
23
28
25
43
36
47
24
23
26
33 26
33
28
0
39
24
18 19
4
25
22
8
89
37
85
24
83
21
16
24
69
37
1 13
52 55
68
151
119
60
100
76 156 184 111 197
31
34
35 34
39
29
38 41
28
29 59 13
9 14 15
174
44 34 38
65
67 61
54
77
18 15
11
170
46
102
166
246
26
24
26
52
27
57
69
106
37
50
55
63
20
38
25
41
38 39
54 37
136
8
25
36
33
32 39
27
36
37
27 25
5 24 2
62
38
34
25
37
63
39
12
11
179
55
32
23
29
53
24
29
24
14
23
176
32 AVE
52
27
21
42 AVE
35
54 48 39
21 33
29
41
33
27
36
1
067
4
61
49
40
21
47
63
34 38
38
40
64
27
60 ST
46 52
39
47
54
36
47
39
71 77
33
23
37
65 ST
22
24
39
37
35
55
60
43
45
44
24
29
55
28
18
47
20
38
23
36
32
39
46
18 14
22
16
508 202
544
22
23
21
223
29
47
1
42
22
19
34
26
14
33
395
96
21
41
10
21
91
9
4 14 1 7 1
19 452
455
15
13
19
23
Greater Than 100L/s
29 24
9
33
44
32
24
15
21
19
85
84
10
10
23
33
50 - 75L/s
16
35 19
37
15
11
29 3 2
11
458
88
16
41
22
45
36
31
16
94
20
66
24
19
54
17
28
24
25 - 50L/s
75 - 100L/s
18
24
15
35
23
0
11
26
109
34
31
571
71
59
25
21
32
24
16
19
21
19 46
35
62
4775
29
15
21
466
937
16 1065
18
16
31
21
0 - 25L/s
45
28
23
62
311
27
64
45
37
82
82 20
21 37
17
14 451
53
50
24
39
26
40
30
26
48 67
32
18 17 19
25
31 22 25 23
20
19
30
17
307
2
19
330
61
13
29
14
29
48
29 51
50 ST
32
33
22
17
41
55
66
39
68
35
24
15
25 55
59 10
66
28
31
27 28
17
74
70
30 49
24
22
25
29
18
11 23 32 39
25
19 23
15
Less Than 0L/s
52
16
40
42
170
124
180
18
406
26
31 26
32
29
34
63
24
27
27
74
24
26
19
15
36
51
66
79 270
42
11
52
21
69
33
37
14
24
21
45
22
7
74
49
20
23
22
72
23
184
37
35
57
24 14
18 57
16
54
26
29
37
47
56
Spare Capacity
51
24
29
23
-67 3
19
28
0 15 2
15
24
26
48
28
42
44
31
20
22
38
60
73
33
72
18
25
78
29
49
31 33
69
42
25
12 8
15
36 34
61
26
23
38
7
25
23
34
1832 43 1828
71
69 63
34
26
14
156 165
116
103
32 30
35 34
58
11
24
20
27
36
36
32
49
51
34
12
23
24
127
38 15
9
22 24
6
58
30
33
30
47
37
29
38
33
7
38
45
52
34 36
93
46
68
37
19
23
109
73
20
44
20 34
138
49
52
142
23
6
52
138
35
25 168
22 27
32 28
27
32 24
15 16
25 24
30
34 22
64
6
35
15
21
83
68
71
14
31 47 38
27 47
29
42
25
33
49
18
34
20
60 52
56 65
22 24
124 50
52
123
23
24 28
23
61 ST
30 25
63 ST 40
44
43
23
4
25
16
42
22
18
46
76
12
18
90
24
15
37
38
24 23
22
25
31
28
21 24
41
29
39
34 22
53 23
17
23
31
33
74
29
23 39
44 1829
45
19
64 55
43
74
178 15
55
28
44
20
83 77
28
65
33 32
22
9
51
67 ST
90
40
46
78 31
18
130
16 26
27
54
198 244
30
39 38
5 42
74
25
182
194
197 180
31 32
70
82
65
14
25
78
9
30
56
46
6
35
51
22 75
15
66
26
24
28
60
36
176
54
21
45
38
78
19
55
62
-1
18
MONTALET ST
38
-18
33
43
59
Study Area
51
35
2 2999
33
29
653
25
24
36
-1 0
45
13
24
52
23
38
39
Legal
34
54 554
21 34
-13
38
34 25
39
35
27
74 49
83
26
-56 564
19
24
80
25
41
34
92
-2 673
37
54
32
98
495
35
29 31
35
72
0
23
Manhole
11
34
11 597
36
-12 550
39
-43
39
29
33
35
24
10
4 544
34
32
31
88
27
353 11
22 17
40
49
29
17
30
22
45 37
31
12
36
19 781
34
83
102
-1 415
21
28
25
24
10 650
24 28
24
34
48
13
64 48
53
23
65
30
30
32
29
32 25
31
33
49
34
68
34
29
30
43
22
18 33
40
23
33
30
34
191 207
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.53 - EX DWF Plus I-I of 028Lsha_Spare Capacity - Upgrades.mxd
14
ยน
FIGURE 4.53
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS RECOMMENDED UPGRADES SPARE CAPACITY CONSTANT I-I RATE OF 0.28L/s/ha
Legend Legal
T DR REICHER
Study Area
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
61 AVE
Maximum HGL Elevation Relative To Ground Less Than -3.5m
60 AVE
Between -3.5m and -2.6m
59 AVE
63 ST
61 ST
Between -2.6m and 0.0m Greater Than 0.0m
64 ST 67 ST
L G EA
EM
N O
CHAMPLAIN DR
57 AVE
T
ST
Peak Discharge Relative To Pipe Capacity
56 AVE
Less Than 86%
55 AVE
Between 86% and 100% 53 AVE
50 AVE
49 ST
50 ST
Greater Than 120%
56 ST
50A AVE
49 AVE 40 S
43 ST
T
48 AVE
36 ST
66 ST
Between 100% and 120%
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.54 - EX DWF Plus 25yr 24hr Huff_Q-Qman and Max HGL - Upgrades.mxd
ยน
FIGURE 4.54
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS RECOMMENDED UPGRADES PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND 25YR 24HR Q4 HUFF STORM
Legend
27
67
48
45
48
28
58
59
30
32
44
43
38 31
83
30
70
26
65 56
25
49
72
97 36 66 59
25
55
38
30
34
41
39
25
23
25
65
Spare capacity labels are in L/s.
36 ST
66
28
49
1:15,000 18 17
28
0
62.5
125
250
375
Meters 500
18 21
47
31 36
28
29
26
19
20
25
16
23 24
9
89
84
24
14 20
25
8
82
18
14
15
4 60 37
171
0
76 13
198
39 31
29
99
68
36
52 55
68
150
118
135
34
35
26
19
26
30
27 177
44
34
22
21
39
37
43 AVE
42 AVE
32
32
20
10
3
4
24
-7
127
91
91
84
46
35
16
19
4
1059
175
39
38
38
25
41
22
52
17 15
-5
33
32 39
54 32
26
20
23
40
48
60
208
36
54
16 15
12
65
67
53
76
43
14
10 5
12 13
58
56
27
29
39 20
23 22 60
55
7
20
15 17
23 73
67 52
39
29 26
24
27
12 16
55
143
223 94
443
54
15 9
32 AVE
35
27 55
24
72
27
13
53 68
24
21 33
13
31
37 16
26
17
28 24
34 40 39
38
22 24
30
26
29
24
85
57
69
106
15 14 15
18
18
19 8 7 53
50
19 18
13
23
36
26
155 156 65
23
54
82
82
23
28 24 18
17
0 31 34
21
-12
26 25
1 304 6
61
327
37
35
5 24 2
36
60
35 36
39
57 11
45
24
21
24 23
67 32
66
28
48
29 51 67
15
19 57
15
33
21
25
36 14
31 28 13 31 38
23 27 41
55 31
60 ST 38
9
45
47
41
36
36
9 21 2
24
37
63
78
29
49
31 33
69
42
26
1 13
105 38
95
25
18
34
19 24 23 21
48
24
25 30
34 22
20 75
75
71
29 37
32
9 12 11 16 17
32 29
27
32 25
16
25
42 62
26 78 47 52
53
47 61
22 27
48
39 38
25 47
29
25
61 ST
30 1638 74 1634 33
65 ST 39
8
35 126
53
29 24 28
27
24
63 ST
45 40
39
1636
64 71
69 157 165
37 37
36
49
62
38
40 17
4
39
47
Greater Than 100L/s
13
21
40
19
224
37
14
85 13
15
510 204
548
47
35
75 - 100L/s
17 16
2
45
25
50 - 75L/s
15
16
400
99
23
14
3 66 85 9 6 8
23
24
14
35 19
37
108
461
24
60
43
145
26
25 - 50L/s
37 28
24
19
30
31
20
16
35
43
20
34
23
31
66
35
23
55
38
33
152
22
39
29
31
49
32
36
32
34
32
24
25 45
33
1
24
60
464
88
44
26
27 30
51 23
23
25
31
30
21
23
249
67 ST
43
324
-65
24
28
36
35 AVE
72
59
64
16
19 46
26
41
31
588
35
26
24
28
23
62
467
418
26
41
37
38
25
26
34
32
23
74 59
29
49
29
35
34
34 22
49 23
14
39 38
5 42
74
182
194
197
31 32
186
24
39
31
45
27
79
30 49
25
17
14 427 913
-8 1041
29
15 2 1
28
34
56
19
507
1475
145
0 - 25L/s
23
8
329
75
40
152
19
18
40
42
25
12
11
97
54
64
26
11
14
14
-2
97
16
37 7
31 26
21
56
140
73
4
Less Than 0L/s
52
-1
-25 36
37
23
22
19 10
57
28
9
19
15
26
1 50 241 -29 20
0
3
22
28
22
63
73
31
35
24
15
12
24
48
72
18
23
116
102
45
30
25
36
23
25
14
36
50
66
56
27
36
20
20
20
28
14
11
51 5799
23
32
9
14
24
18
33
29
43
44
32
44
52
5 21 23
1746
63
43 124
39
33
52
109
21
38
61
12
9 34
34
35
Spare Capacity
50
52
45
37
27
142
32
49
52
20
52
138
36
19
42
52
68
71
34
14
93
57 65 60 53
24
127
14
88
35
42
24
72
34
14
56
9
16
14
18
28
38
44
31
33
24
33
65
20
4
16
35
78
19
55
18
30
40
45
77 26
46
76
12
-6
-4
55
33
12
33
58
92
16 28
22
84 78
74
91
138
83
25
54
43 23
19
55
16
131
28
65
24
27
35
45
16
25 168
15
21
44
22
24
51
46
4
1
11
32
66
51
19
22 75
61
36
157
54
44
38
1587
19
Study Area
51
61
29
16 -8
16
38
1
24
36
38
45
-15
-9
15
MONTALET ST
29
499 15 5 2845 19
33
43
59
52
34
58 400
37
54
33
Legal
25
-53 410
27
25
23
38
92
2
25 39
98
518
26
82
34
72
341
22 21
39
32
33
25
69 47
34
4
35
75
9
14 443
32
39
68
-9 396
24
28 31
Manhole
28
5
35
40
7 390
24
23
27
29
24
4 26 2
13 199
22
22
43
-39
22
30
62
22 627
30
39
29
6
37
261
39
37
84
71
2
39
26
33
7
54
104
24
14 729
34
60
24
65
31
37
24
39
29
31
88
71
34
42
29
34
38 37
31
52
41
-2
17
18
15
22
32 25 30
33
49 44
34
53
17
18
51
16
13 33
156 185
24
28
24
34
192 213
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.55 - EX DWF Plus 25yr 24hr Huff_Spare Capacity - Upgrades.mxd
16
ยน
FIGURE 4.55
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS RECOMMENDED UPGRADES SPARE CAPACITY 25YR 24HR Q4 HUFF STORM
Legend Legal
T DR REICHER
Study Area
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
61 AVE
Maximum HGL Elevation Relative To Ground Less Than -3.5m
60 AVE
Between -3.5m and -2.6m
59 AVE
63 ST
61 ST
Between -2.6m and 0.0m Greater Than 0.0m
64 ST 67 ST
L G EA
EM
N O
CHAMPLAIN DR
57 AVE
T
ST
Peak Discharge Relative To Pipe Capacity
56 AVE 55 AVE
Less Than 86% Between 86% and 100% 53 AVE
50 AVE
49 ST
50 ST
Greater Than 120%
56 ST
50A AVE
49 AVE 40 S
43 ST
T
48 AVE
36 ST
66 ST
Between 100% and 120%
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.56 - EX DWF Plus 50yr 24hr Huff_Q-Qman and Max HGL - Upgrades.mxd
ยน
FIGURE 4.56
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS RECOMMENDED UPGRADES PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND 50YR 24HR Q4 HUFF STORM
Legend
48 27
52
58
28 36
44
32
31 38
42 83
30
16 14
49
55
23
25
65
Spare capacity labels are in L/s.
36 ST
56
24
25
1:15,000 17
28
125
250
375
Meters 500
44
25
36
19
36
62.5
31
29
26
15 19
1
19
9
89
83
24
37
26
28
24
20
0
39
16
32
32
-1
17
18
25
8
80
12 19
60
67
37
97
12
196
9
76
156 185
31
72
65
66 95 58
65
67 66
25
19
24
49
24
6 13
169
34
35 34
39
29
38 25
30
34
41
39
16
21
13
15
1
44 35 38
27
13 70
60
52 19
27 55
72
28
133
36
33
32 39
37
37
24
21 50
17 15
26
23
173
39
28
25
41
14
22
20
176
36
54 51 35
24
30
5 24 2
4
14
32 AVE
26 27
29
39 18
22 21
5 55
76
13
9 6 5
3 121 91 84
46
67
34 39
41
35
24
27
12 16
136
216 94
436
26 19
10 11 23 59
1
54 31
59
24
-9
053
80
508 202
546
36
26
59
24
54
53 68
24
21
10
31
37 53
16 15 17
28
46
2 71 8 5 7
47
40 39
38
22
36 35
85
57
69
38
106
14 13 15
16
18
19 5 4
17
23
36
26
140 141 65
49
36
53
35 36
82
82 16 24 17 50
19 18
11
3
61
327
-8
47
49
35
9 21 2
29
8 16
39
57
45
15
33
24
-4
31 28
66
48
29 66
51 31
14
18 57
69 32
46
19
23
24
22
26 24
41
28
45
25
29 63
8
85 13
14
52
37
-4
52 55
68
4
53
35
46
149
116
72 65
26
23 55
75
74
71 77 46
52
398
99
47
40
21
61
77
29
42
25
36
23
90 76
66
22
19 24
33
65 ST 39
42
224
47
55
27
37
45
1
33
37
94
459
462
55
38
6
54
19
15
14
14
55
50
42
5
16
130
24
40
40 16
20
25
23
137
56
37
12
16
1
30 24
60
43
14 2 1
23
24
19
18
19
30
17 16
31
23
43
20
34
34
24
28
22
38
33
465
23
36
39
28
66
23
45
33
24 45
586
32
14 420 906
-15 1034
19 46
308
-94
Greater Than 100L/s
15
-8
67
24
28
44
26
32
24
25
19
18
40
4
31
26
36
35 AVE
71
59
64
137
23
62 492
1434
326
35
26
14
0
39
75 - 100L/s
63
6
50 - 75L/s
24
8
9
0
42
416
26
10
12
13
-6
89
14
17
39
74
31
20
40
51
7
15
37 6
25
18
-1
25 - 50L/s
45
184
44
136
72
22
20
13
17
-1
19
37
30
7
25
11
13
144
0 - 25L/s
23
28
30 49
55
41 232 3 185 -15 -4
Less Than 0L/s
52
25
21
-39 21
35
25
19
32
22
8
30
23 48
49
31 33
27 38
32 24
4 12
97 14
29 26 10 31
71
21
12
25
26
14
43
24
30
21
12
28
66
42
27
31
24
31
28
34
44
19
20
34
38
87
25
17
34
61
26
38
53
37 5756
23
20
22
33
24
56
20 23
1704
30
23
13
116
101
17
33
40
48
17
1
38
25
32 29
39
27 15 16
25 24
25 30
34 22
1591 64 1586
64 71
69
43 114
38
33
38
63
11
5 39
38
46
36
26
142
19
20
52
138
28
28
93
41
52
68
71
21
84
60 52
56 65
14
35
42
24
35 34
42
44
31
15
33
31
32
22 26
48
24 28
23
29
47
61 ST
30 25
42
44
4
41
156 165
19
12
1585
18
30
32
49
51
46
76
6
178 26
18
28
21
83 77
74
55
24
36
91
16 27
16
109
82
28
65
90
84
1
36
127
41
5
35 53
126
23
23
25
31
29
21 24
63 ST 40
51
45
15
25 168
58
14
43
39
35
10
36
51
1589
46
6
67 ST
31
66
51
34
60
36
152
54
33 32
19
40
27 30
51
25
18
23
24
33
109
29
23
176
240
38
-3 153 9
56
9 39 38
5 42
74
182
194
31 32
-19
-1 0
30
36
29
434 1 2780 15
36
12
39
54 335
43 22
18
38
54
-56 345
72
131
15
Spare Capacity
50
34
-2 454
38
56
33
277
37
54
55
44
9
53
44
20
0
35
Study Area
50
25
10 378
31
92
-12 331
24
39
45
77 26
98
4 326
22 75
22
23
72
11 134
18
68
20 563
29
37
197 0
24
36
15
23
38 197
-19
14
MONTALET ST
71
24
12 664
33
43
59
33
Legal
51
34
-48
27
55
29
26
104
27
25
30
22 21 34
52
23
38
39
8
24
16
23
24
25
39
61
34
28
24
22
22
24
23
34
33
34
30
22
32
24
66 46
71
71
81
34
-5
32
25
38
31
46
27
45
5
32
37
49
48 67
48
24 27
29
38
28 31
35
8
37
6
39
29
3
Manhole
28
1
44
84
23
25
23
65
4
70 54
60
24
30
88
78
34
34
31
38
29
27
22
33 36
45
41
37
31
65
23
9
10
7
14
32 25
26
49
39
9
58
34
33
10
51
8
5
20
30
34
203
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\Figure 4.57 - EX DWF Plus 50yr 24hr Huff_Spare Capacity - Upgrades.mxd
16
ยน
FIGURE 4.57
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS RECOMMENDED UPGRADES SPARE CAPACITY 50YR 24HR Q4 HUFF STORM
ยน
FIGURE 4.58 Legend Manhole
Pre-Annexation Catchment Connections
REICHERT DR
BOUCHARD ST
MONTALET ST 61 AVE
Legal Study Area
60 AVE
Horizon and Development Type 63 ST
61 ST
59 AVE
Existing 57 AVE
64 ST 67 ST
LE G EA
M
N O
CHAMPLAIN DR
T
Commercial, Pre-Annexation Industrial, Pre-Annexation
ST
56 AVE
Institutional, Pre-Annexation 55 AVE
Mixed Use, Pre-Annexation Multi-Family, Pre-Annexation 53 AVE
49 ST
50 ST
50 AVE
56 ST
50A AVE
49 AVE 40 S
43 ST
T
48 AVE
36 ST
66 ST
Residential, Pre-Annexation
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\Figure 4.58 - PREANNEX Catchment Connections.mxd
Sewer
T DR REICHER
MASSON ST
64 AVE
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE PRE-ANNEXATION BOUNDARY CATCHMENT CONNECTIONS
Legend Legal
T DR REICHER
Study Area
MONTALET ST
REICHERT DR
BOUCHARD ST
MASSON ST
64 AVE
61 AVE
Maximum HGL Elevation Relative To Ground Less Than -3.5m
60 AVE
Between -3.5m and -2.6m
59 AVE
63 ST
61 ST
Between -2.6m and 0.0m Greater Than 0.0m
64 ST 67 ST
L G EA
EM
N O
CHAMPLAIN DR
57 AVE
T
ST
Peak Discharge Relative To Pipe Capacity
56 AVE
Less Than 86%
55 AVE
Between 86% and 100% 53 AVE
50 AVE
49 ST
50 ST
Greater Than 120%
56 ST
50A AVE
49 AVE 40 S
43 ST
T
48 AVE
36 ST
66 ST
Between 100% and 120%
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\Figure 4.59 - PREANNEX DWF Plus 25yr 24hr Huff_Q-Qman and Max HGL.mxd
ยน
FIGURE 4.59
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND 25YR 24HR Q4 HUFF STORM
Legend
34
29
35
52 52
46
50
54
30 25
41
31
83 81
13
30
15 15 16
2 16
375
Meters 500
48 49
31 36
4 2 1
29
26 26
250
24
23
4
75
26
75 73
80
125 154 81 116
99 49
18 68
37 37
89
39
51
20 85 135 150 119
8
25
93 175
31
125
53
36 36
29
62.5
52 55
68
68
96 177
29
Spare capacity labels are in L/s.
0
0
19 18
3
30 60 60
27 0
15
14 13
2
64
39
43
24
23
47
28
26
23
3
1 18
28 24 24
20
20
1:15,000
32
32
21
22
21
36 ST
49
12
35
26
25
25 38
11
17
25
29
34
41
39
37
28
4
4
23
44
14
38
25
32
26
16
22
8
46 55 64
57
36 66 59
65
67
54 32
20
14
1
1
059
48 4 8
60
66 66
20
23 52
17 15
-7
126 28
30 34 29
71
29
48
53
40 22 22 60 60
76
94
14
10 5 5 8 7
-5
26
84
29 24
24 19
39 20
23
16 16
12
21 55
143
222
442
53
31 91 53
-4
44 35 32 39 38 38
50 - 75L/s
13 13
37 26 26 20 20
12 12 13 14
46 54 39
70 65
53 27
12 37
15 14
18 18 15
18
19
8 7 7 53 53
16 16 15 15 17
-9
23
63 52 47 56 31
35 32
27 55
32
48 28
24
54
85
57
68
24 12
106
23
28
23 24 8
17 50 50
19 18
17
23
28 34 39
38
22 22 23 24
29
31 35 31
27
36
69
38
82
94 45
18
21 -2 13
23
36
26
40 40
38
39
65 59
36 37
49
37
-12
62
45
32
48
32
48 67
9 9 12 11 12 8 8 16 17
39 78 82 8 2
57 57
10
14 57
33
24
25
-1 0
31 31 33 34
0 304 5
154 156
73
28
48 327
61
26
22 26 49
29 15 1 5
48
21 21
-14
41
29 29 66
51
30 31 36 34 38
24 63
37
49
31 33
69 69
42
21
24
19
26 25
21 55
69 74
71 65
29
50 53 61
35 35 27 30 126
29 32 32
27 27
38
7
36 66
19 66 31
27
23 24 24
32
0 13
105 -5 38
95
13 31 38
19
23
20 69
23
28
31
14 14 25 25
18
34 34
20
16
24 24
25 25 30 30
34 34 61 62
26 26 78 72 47 43 49 52
39 39
47
47
37
48
39
39 38
27 15 16
25 25
42
42
22 22
1538 53 1534
37 37 35
124 51
53
24
29 24 28
25 19
47
29
61 ST
25 25 30 30
63 ST
44 40
43
43
39
1527 53 1531
60
33
48
29
38 38
25 25
23 23
25
31
30 25
24
23
156 173 218
62 69 70
68 67 61 146 154
49 49
24 24
34 34
34
35
22 2
23 39 38
15 26
5 42
14 23
21
34
21 21
23
22 23
23
74
28
74 59
181 186 17 0
184 213
30 31 32
67 ST 36
36
51
43
57
27
36
65
55 55
66
39
78
54
3
26
28
25 - 50L/s
9
18
29
82
17
15 9
27
34
27
9
193
72
24
14
99
36
28 28
15
18
41 41
55
23
36
31
Greater Than 100L/s
31
47 47
28
0 - 25L/s
75 - 100L/s
25
38
23
5 24 2
25
428 122
Less Than 0L/s
40 40
14
45 45
0 11
36
29
26
459 510
36
13 13
91 -1
57
82
33
30
19
20 20 40 40
16
35
49
24 21
14 15 15 46 85 13
96
56
Spare Capacity
61
15
17 17
30
47
35
34
35 3 5
27
38
14
24
19
47
56
40 39
311 362
20
37 36
45 14
16
28
24
66
20
66
23
37 37
16
21
108
45
25 25
21
30 49
25
16
23
368 423
61
42
30
58
43
33 4 14 4
371 426
29
60
1
29
151
9 22 1
38
43
36
32
39
24 60
20
24
28 28
31
93
88
33 35 34
44
26
29
35 AVE 41
19
427 14
913
-8 1041
19 46
-66 40 323
23
32
24
21
23
62
24 24
23 23
45
36 36
32
18 18
28
25
14 14
29
19
28
66
59 56
61
28
41
34
26 26 26
40
31
487
26 26
11
14 14
9
34
23 23
39
374 429
52 52
-1 -1
19
228
318 380
145
21
79
152
97 97
40
17
33
52
8
507
1473
25
12
-2 -2
3 4
0
8 -7
96
27
63
75 69
16
11
37
42
9
19 19
15
26 26
0
0
14
16
56
1
22
56
3
1333
29 -4
67
37
35
31 26
26
19
-4
32
-50 9
33
14
27
10
1
48
28
36
0 49 241 -31 20
19
9 11
2 22 2
23
23 23
18
63
-42
25
31
23
14
28
24 24
30 30
72 72
-1
18
24
22 22
52 51
66
27 26
-43
27 27
24
38
39
25
14
45
37 37
27
11
20
20
32
9 9
13
23 23
116
102
15
26
20
124
5710 -48 20
21 23
1657
30
33
44
52
2 32 3
19
42
52
93
39 39
33
21
38
18 18
33
21
11 5
8
30 29
34
14 14
55
6
29
21
88
43 43
12
8
34
23 24
127
142
14
17
52
68 68 138
33
47 52
46
24 24
16
54
71
11
44
20
4
28
58 58
57 65 56 30 60 52
99
127
35 35
42
24
38
58
12
15
25 158
19
16 16
28 28
74
34 3 4
44
45
18 18
12 12
-6
-4
55 55
33 32
76
61
28
65 65
86
16 23
46
38
47
35
51
33
79 73 22 16
78
49
34
34
36
36
51 51
46
8
35
6 11 15 10
27
66
31
9
61
36
146
54 54
45
38 38
88
31
72
43
25
35
34
-5
18
13
26
Study Area
51
31
-21
131
22
40 44
36
40
72 26
54
44
11
-1 4
24
25
Legal
55
27
345 -1 2691 13
22 75
19 19 24 24
52
23
33
25
11 10
29
22
16 16
81
23
51 246
38
60
55
25
92
-59 256
38 38
25 39
15 15
25
39
34
89
-55
37
54
MONTALET ST
39
2 32 3
33 33
25 25
69 58 46 58
-5 365
35
75 64
98
0
24
32
72
-3 188
36
28 31
Manhole
28
-6
34
4
-25
33
43
59
59
30
8 290
27
28
16
29
9 9
15
26
39
68
-7 -14 243
22
24
35
72
1 237
22
29
31
11
8
23
24
39
29
6
24
31 42
29
24
8
22
23
21
6
46
22
22
7
7
84
37
14
60 60 70 54
71
17 475
22
27 38 36
31
104
22
30 30
31 27
-55
24 24
30
37
109 -3
39 22
33
2
20
39
25
24
10 576
8
16 33
27
24
34 34
65
65
6 17
7 18
4 15
11 22
32 25
37
70 33
49
30 30
39 39
29
34 34
34
6 17
7 18
51
16 5
1 13
19
33 33
61
17 28
25
178 183
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\Figure 4.60 - PREANNEX DWF Plus 25yr 24hr Huff_Spare Capacity.mxd
16
ยน
FIGURE 4.60
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE PRE-ANNEXATION BOUNDARY SPARE CAPACITY 25YR 24HR Q4 HUFF STORM
Legend Manhole Sewer
T DR REICHER
MASSON ST
Legal
MONTALET ST
REICHERT DR
BOUCHARD ST
64 AVE
61 AVE
Study Area
60 AVE
63 ST
61 ST
59 AVE
64 ST 67 ST
No upgrades recommended under the build-out to the pre-annexation boundary 25 year 24 hour Q4 Huff storm scenario, assuming existing system upgrades have already been implemented.
L G EA
EM
N O
CHAMPLAIN DR
57 AVE
T
ST
56 AVE 55 AVE
53 AVE
56 ST
50 ST
50A AVE
49 AVE 40 S
43 ST
T
48 AVE
36 ST
66 ST
50 AVE
49 ST
52 AVE
57 ST
47 AVE
1:15,000 0
30 AVE
PARC ST
60 ST
64 ST
65 ST
66 ST
32 AVE
SOLEIL BLVD
32 AVE
TR IO MP
62.5
125
250
375
Meters 500
HE BL VD
45 ST
44 ST
E
CAILLOU BAY
35 AVE
42 ST
47 ST
48 ST
ST 51
43 AVE
46 ST
40 A V
52 S T
53 S T
45 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\Figure 4.61 - PREANNEX DWF Plus 25yr 24hr Huff_Network Upgrades.mxd
ยน
FIGURE 4.61
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT OF THE PRE-ANNEXATION BOUNDARY RECOMMENDED UPGRADES 25YR 24HR Q4 HUFF STORM
1 $
North LS_2
1 $
North LS_1
FIGURE 4.62 Legend Manhole
1 $
Proposed Lift Station
Proposed Gravity Sewer 200mm
Legal
250mm
Study Area
300mm 375mm
Horizon and Development Type
450mm 525mm
Existing
600mm
Pre-Annexation DR
REICHERT DR
T REICHER
MASSON ST
64 AVE
MONTALET ST 61 AVE
750mm 900mm
60 AVE 61 ST
63 ST
N O
T
Residential CHAMPLAIN DR
57 AVE
ST
75mm
55 AVE
50 AVE
250mm
49 AVE 40 S
43 ST
TR IO MP
44 ST
46 ST
ST
48 ST
47 ST
43 AVE
45 ST
CAILLOU BAY
1:24,000 0
51
53 S T 52 S T
E
T
60 ST
375mm
50A AVE 36 ST
50 ST
52 AVE
40 A V
64 ST
200mm
53 AVE
56 ST
66 ST
150mm
45 AVE
65 ST
Proposed Forcemain (Twinned)
56 AVE
42 ST
M LE G EA
Industrial
49 ST
67 ST
64 ST
59 AVE
66 ST
675mm
Development Type Commercial
57 ST
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE
32 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\Figure 4.62 - Build-out of Post-annex Servicing Concept - v2.mxd
ยน
North LS_3
PARC ST
1 $
30 AVE
1 $
South LS_1
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE POST-ANNEXATION BOUNDARY SERVICING CONCEPT
1 $
Southwest LS_1
ยน
North LS_3
1 $
North LS_2
1 $
North LS_1
FIGURE 4.63
Legend 1 $
Proposed Lift Station Proposed Forcemain Legal Study Area
Maximum HGL Elevation Relative To Ground Less Than -3.5m
DR
REICHERT DR
T REICHER
MASSON ST
64 AVE
MONTALET ST 61 AVE
Between -2.6m and 0.0m Greater Than 0.0m
61 ST
63 ST
N O
T
56 AVE
Less Than 86%
55 AVE
50 AVE
Between 100% and 120% 50A AVE
40 S
43 ST
1:24,000
42 ST
TR IO MP
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
Greater Than 120% 49 AVE
36 ST
50 ST
52 AVE
56 ST
66 ST
Between 86% and 100%
53 AVE
45 AVE
65 ST
Peak Discharge Relative To Pipe Capacity
CHAMPLAIN DR
57 AVE
ST
49 ST
64 ST
67 ST
M LE G EA
66 ST
Between -3.5 and -2.6m
60 AVE
59 AVE
57 ST
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE
32 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\Figure 4.63 - POSTANNEX DWF Plus 25yr 24hr Huff_Q-Qman and Max HGL.mxd
1 $
30 AVE
1 $
South LS_1
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE POST-ANNEXATION BOUNDARY PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND 25YR 24HR Q4 HUFF STORM
1 $
Southwest LS_1
1 North LS_3 $
ยน
1
1 $
North LS_2
North LS_1 139
8
34
1
-34
-29
Proposed Lift Station Proposed Forcemain
13
5
Legal 84
52
Legend
121
-111
371
1268
FIGURE 4.64
1 $
43
110
1 $
385
Study Area 387
Spare Capacity
29
48
71
41
35 30
48
3
31
29
47 26
1
32 28 28
4
23
125
250
500
750
Meters 1,000
4
11 3
53
26
31
-14 15
53
75
-59
26
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
South LS_1
53
SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE POST-ANNEXATION BOUNDARY SPARE CAPACITY 25YR 24HR Q4 HUFF STORM
48
55
27
31
29
19
28
52
54
15 16
66
0
0
24
52
Southwest LS_1 -6
1:24,000
39
22
1 $
Spare capacity labels are in L/s.
21 20 23 64
68
60
43
23
13
34
28
40
65 13 24
20
26
24
-1
-46
20
14 14
26
19
39
23 22 60
67 22
1
31
-4
5 35
30 28
34
29
39 38
81
85
57 53
12 76
94
20 5 3
66
18 13
16
18 31
143
10 14
26
91 84
44
47 31
26
85
1 $
25
41 34
39 25 12
11
29
24
38 69
106
37
15
21 19 37
53
12 14
17
73
54 46
63
24
39 78 82
82
68
28
24 18
8 7
17 50
16
19 18
13
23
28
26
32
27
24
35
45
48
-12
9 32
12 11 8 17 16
22 49
57 1 4
15
-1 31
40 38 22 23
22
36
49
37
63
37
57
33
29
42 69 33
21
25
24
25 -14
48 304 0 61 327 3
34
29
34
30
39
43 39
49 50
47
59
72
37 35
36 39
126
39 48 53
0 13
104
36
41 28
24
27 17
21 55
69
65
119 32
29 32
27 38
15
16
25
95
14 19 66
23
20 69
29 51
33
49 48
30
25 29
27 19 47 25 24
30
18 38
13
26
61
40
34
34 22
60 69 67
36
71 84 30 15
28
49
3 14
25 8 37
54 66
38
34
29
23
39
27
55
36
24 21
9
28
25 26
43
23
24
32 25
9
-42
Greater Than 100L/s
53
30
36
82
23
49
30
48
60
16
36
41
20
42
47
35
-39
325
178 47
19
58
35
55 57
22
42 AVE
31 2 8
17
6
43 36
32
25
105
30
44 33 34
38
235
238
24
91
4 -2
23
25
242
-5
75 - 100L/s
13
40
45 AVE
35
14 15 85
82
66
23 144 108
37
14
50 - 75L/s
47
40
50A AVE
45
20
28
32
9 54
20
66
13
20
33
44
41
46
151
24
28
16
19
507
73
31
31
356
66
19
913
29
21
23
0 16 187
14 12
14 1041
145
21
39
45
36
8
37
97
56
61
26
40
34
26
18
14
17
24 19
31
11
14
9
-2
3
26
16
11
96
0
69
26
15 19
19
4774
62 1471
14
15
25
16
33
45 14
184
2
0
10
11
123
25
26
26
14
19
22
37
23
22
19
241 152 97
200
32
52
28
56
84
-18
27
25 9
16
33
34 14
42
72
31 23
93
38 23
15
14
10
24
30
24
36
102 26
27
30
44
20
52
23
61
5
8
34
47
46
27
124 12
23
67
16
74
12
16
93
43
12
142
39
7
135
19
14
88
175
-5
47
23 86 76
18
23
78 79
10
33
71 68 138
33
-3 1460
58
35
24 42
33
158 36 98
22
6
20
21
162
92
52
18 25
27
18
31
42
55
28 65
-1 4
28
65
32
13
133
28 25
21 24 30 25
42
39
51
33
45
130
66
51
67 ST
4
46
44
36
126
54
47
38 11
27
38
61
-22 -6 76
23
34
22 22 -11 24 42 4 39 2 1
22 7
109
28
23
143
38
2468
43
8
31 25 23
185 181
184
31 32
-8 50
2 -60
46
111 -6
55
61
-4 -66
25 - 50L/s
51
6 -24
78
-16
51
37 47
34 32
36 40
58
0
9
72
44
278
31
54
72 40
0 - 25L/s
31
7
16
26
44
131 22
24
45
-4 -229
24
22
75
19
23
8
38
50
-10
29
16
39
23
89
9
59 43
15
39
34
39
33
32
33
46 25
58
98
1
26
72
-21
39
23 24
64
34
33
32
28
25
68
10
39
28
16
18
9
-70
Less Than 0L/s
24
88 31
29
11
-2
7
22
13
36
6
21
22
31
27
20
-63
37
35
6
60 70 54
31
30
22
7
4
11
25
37
-1
39
7 30
-7
9
29
5
170
161
24
24
9
25
24
34 2
34
33
35
34
74
50
5
2
10
24
360
61
316
19
85
35
17 8
84
17
115
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\Figure 4.64 - POSTANNEX DWF Plus 25yr 24hr Huff_Spare Capacity.mxd
81
44
¹
North LS_3
1 $
North LS_2
1 $
North LS_1
FIGURE 4.65 Legend Manhole
1 $
Proposed Lift Station Gravity Sewer Forcemain Legal Study Area
MASSON ST
64 AVE
REICHERT DR
T DR REICHER
MONTALET ST 61 AVE
63 ST
56 AVE 55 AVE
53 AVE
50A AVE
49 AVE
1:24,000
48 ST
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
64 ST
65 ST
E
T
40 A V
66 ST
36 ST
50 ST
50 AVE
40 S
56 ST
66 ST
52 AVE
45 AVE
1 1 $ $
1050mm (Twin)
CHAMPLAIN DR
57 AVE
ST
43 ST
M
T
43 AVE
42 ST
LE G EA
N O
49 ST
67 ST
64 ST
UPG 3C - 2
1 $
600mm (Upsize)
61 ST
59 AVE
Twin Existing 525mm Sewer with 1050mm Sewer
Recommended Upgrade - Sewer Size
60 AVE
57 ST
TR IO MP
100
200
400
600
Meters 800
HE BL VD
UPG 3C - 1 32 AVE
35 AVE
32 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\Figure 4.65 - POSTANNEX DWF Plus 25yr 24hr Huff_Network Upgrades.mxd
1 $
30 AVE
1 $
South LS_1
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS BUILD-OUT TO THE POST-ANNEXATION BOUNDARY RECOMMENDED UPGRADES 25YR 24HR Q4 HUFF STORM
1 $ 1 $
1 $
Southwest LS_1
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ยน
North LS_3
1 $
North LS_2
1 $
North LS_1
FIGURE 4.66
Legend 1 $
Proposed Lift Station Proposed Forcemain Legal Study Area
Maximum HGL Elevation Relative To Ground DR
MONTALET ST 61 AVE
Between -3.5m and -2.6m Between -2.6m and 0.0m
60 AVE 61 ST
63 ST
N O
56 AVE
Less Than 86%
55 AVE
50 AVE
50A AVE
40 S
1:24,000
TR IO MP
44 ST
46 ST
45 ST
48 ST
43 AVE
47 ST
ST
0
51
53 S T 52 S T
CAILLOU BAY PARC ST
60 ST
E
T
40 A V
64 ST
Greater Than 120%
49 AVE
36 ST
50 ST
Between 100% and 120% 56 ST
66 ST
Between 86% and 100%
53 AVE 52 AVE
45 AVE
65 ST
Peak Discharge Relative To Pipe Capacity
CHAMPLAIN DR
57 AVE
ST
43 ST
M
T
42 ST
LE G EA
Greater Than 0.0m
49 ST
67 ST
64 ST
59 AVE
66 ST
Less Than -3.5m
REICHERT DR
T REICHER
MASSON ST
64 AVE
57 ST
125
250
500
750
Meters 1,000
HE BL VD
32 AVE
35 AVE
32 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\Figure 4.66 - POSTANNEX DWF Plus 25yr 24hr Huff_Q-Qman and Max HGL - Upgrades.mxd
1 $
30 AVE
1 $
South LS_1
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
FUTURE SYSTEM ANALYSIS RECOMMENDED UPGRADES BUILD-OUT TO THE POST-ANNEXATION BOUNDARY PEAK DISCHARGE RELATIVE TO PIPE CAPACITY AND MAXIMUM HGL ELEVATION RELATIVE TO GROUND 25YR 24HR Q4 HUFF STORM
1 $
Southwest LS_1
1 North LS_3 $
ยน
2
1 $
North LS_2
North LS_1 144
9
33
1
-4
-99
Proposed Lift Station Proposed Forcemain
13
0
Legal 84
56
Legend
121
-106
468
1300
FIGURE 4.67
1 $
43
110
1 $
Study Area 346
Spare Capacity
48
28
59
64 57
71
3
31
125
250
500
750
1
Meters 1,000
35
24
0
4
50
53
26
68
119
80 100 31
34
68 -59
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
South LS_1
53
23
SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS RECOMMENDED UPGRADES BUILD-OUT TO THE POST-ANNEXATION BOUNDARY SPARE CAPACITY 25YR 24HR Q4 HUFF STORM
47
55
27
8 31
29
19
28
1:24,000
75
Southwest LS_1 -6
Spare capacity labels are in L/s.
11
23
22
1 $
41 34 23 64
39
47 26 4 0
24
26
28
31
22
12 21
48
25
55 -14
29
1 $
13
34 41
31 30
16 15
97
66
29
49
85
25 8 49
54
25 38
18
60
32
32 28
25 26
20
33
24 72
25
52
35
54
25
40 24
19
39
23 22
12 20
60
67 66
23 -4
1 14
26
84
44 35
30 28
38 32
65 13
53 27
12 16
53
94
5 8 7 10 14
26 20
91
13
73
63 47 31
32
27
81
85
57
38 69
106
37
15
21 15
18
55
53
12
17
22
25
28
36
27
41
39
38
37
36
3
30
27
46
28
24
39 78 82
82 18
37
31
19
8 7 13
23
34
40
47
21
14 35
9
16 28
9
91
321
23
22
37 13
18 24 17 50
16
19
15
28
26
24
82
66
29
-12
9 16 26 57
49
45
28
33
24
21
-1
35 18
19
61 327 4 59
36
37
37
32
12 8
35 126
15
21
24 31
31 41
66
25 -14
48 28 304 0
17
29 51
25
104
36
25
95
14 19
27
23 24 55
30 34
29
57 1 4
69
42
24
18 31 38 31 13
23
20 69
69
65 72 49
39 47
50
29
39 38
27
27 15
16
25
61
40 33
43
35 32 37
36 39
33 31
28
25
19 47 25 30 34
34 22
60 69 67 61
36 118 32
84 30 15
11
25 24
48 53
34
30 25
44
43
39 41
130 133 71
38
24
105
8
48
27
39
55
53
36
42
29
-5
Greater Than 100L/s
40
31
173 47
35 49
45 AVE
30
23
17
16
25
47
14
58
229
233
24
40
20
82
13
50A AVE
54
45 43
56
58
37
14 15 85
66
24
9
12
20
28
23
14
55
32
43
31
23
19
38
236
24
28
108
21
36
20
46
44
13
44 33
19
913
29
19
41
31
151
23
25
19
14 1041
145
62 507
24 32
18
14
15 24
19
31 2 8
45
14
25
16
75 - 100L/s
23
39
45
36
8
96
66
16
9 15 180
11
14
9
-2
97
349
56
28
73
31
34
26 61
11
37
90
69
26
14
19
3
26
19
-66
60 1467
25
26
26
50 - 75L/s
52
52 1846
1
6
10
11
37
23
22
16
33
66
78
122
3
22
48 -18
15
241 152
200
0
31 23
27
23
13
10
30
25
14
72
27
32
39
56
7
48
23
-6 5601
20
25 9
15
19
44
102
18 23
14
33
45
37
27
124 12
39
-4 1449
33
5
8
34
24
52
43
12
142
93
71 68 138
16
34
30 93
14
24
12
47
46
38
19
33
88
08
23
23 86 76 175
18
33
16
28
65
33
60
78 79
10
20
13
158 36 98
58
51
6
27
51
45
162
135
109
21
24
23
143 160
2
46
35
28
56
22
66
61
36
125
54
32
23
92
18 25
38 38
76
67 ST
-22
32
27
88 8 2465
34
22 22 34 42 4 39 2 -11 1
23
22 7
31
185 181
184
31 32
50
-2 -60
46
107 -6
34
49
35
-70 -4
47
61
6 -33
51
-16
65
0
38
25 - 50L/s
55
11
72
27
215
72 40 36 40
58
7
127
31
54
44
131 22
44
-4 -239
26
22 21
75
0 - 25L/s
31
8
45
-10
24
23
9
50
1
29
19
25
23
89
-21
59 43
16
98
33
21
38
39 15
32
33
25
58
39
34
25
72
10
26
64
34
365
19
-2
35 54 37
32
28
35
39
24
23 22
13 -39
28
18 16
24
9
21
22
Less Than 0L/s
24
31
40
-63
30
29
39
6
-1
9
7
60 70 54
24
31
31
27
31 36
20
-7
24
30
37
5
170
161
24
34 9
-5
25
24
2
6
25 30
33
39
20 22
34
74
29
23
7
4
11
7 44
34
67 62
5
2
33
29
10
29 32
302
23
257
15
85
35
17 8
84
17
115
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\Figure 4.67 - POSTANNEX DWF Plus 25yr 24hr Huff_Spare Capacity - Upgrades.mxd
16
44
1 $
ยน
North LS_3
1 $
1 $
North LS_2
North LS_1
FIGURE 4.68 Legend
$ 1 1 $
Existing Lift Station
200mm
Proposed Lift Station
250mm
Gravity Sewer
375mm
Forcemain
450mm
Legal
525mm
300mm
600mm
Study Area
REICHERT DR
DR
MONTALET ST
Drop Invert Elevation of 1050mm Sewer to 698.30m at this Location for Future Tie-In
61 AVE
LE G EA
Ensure Invert Elevation is 704.375m at this Location for Future Tie-In
61 ST
63 ST
64 ST
Twin Existing 525mm Sewer 57 AVE with 1200mm Sewer ST T M
750mm
Commercial
900mm
Industrial Residential
Proposed Forcemain (Twinned) 75mm 150mm
250mm (Upsize)
200mm
56 AVE
300mm (Upsize)
250mm
55 AVE
375mm (Upsize)
375mm
CHAMPLAIN DR
N O
450mm (Upsize)
UPG 1C - 6 53 AVE
525mm (Upsize)
52 AVE
50 AVE
50A AVE
UPG 1C - 4
UPG 1C - 7 PARC ST
60 ST
CAILLOU BAY
1:24,000
43 AVE
UPG 1C - 9
42 ST
ST
0
51
53 S T 52 S T
45 AVE
43 ST
UPG 1C - 3
TR IO MP
200
400
600
Meters 800
HE BL VD
Upgrade triggered once more than 58% of the South Service Region has been developed
32 AVE
32 AVE
67 ST
100
UPG 3C - 1
35 AVE
30 AVE
1200mm (Twin)
T
UPG 1C - 10
66 ST
1050mm (Twin) 49 AVE
36 ST
! A
50 ST
66 ST
UPG 1C - 5
49 ST
600mm (Upsize)
Twin Existing 525mm Sewer with 1050mm Sewer
64 ST
Decommission Existing SERTS Lift Station
1 $ j k
65 ST
UPG 1C - 1 SERTS Lift Station
675mm
Development Type
Recommended Upgrade - Sewer Size
60 AVE
59 AVE
67 ST
UPG 3C - 2
T REICHER
MASSON ST
64 AVE
40 S
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\06_Next Steps and Staging Plan\Figure 4.68 - Overall Network Upgrades.mxd
Proposed Gravity Sewer
Manhole
1 $
South LS_1
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM NEXT STEPS/STAGING PLAN RECOMMENDATIONS OVERALL NETWORK UPGRADES
1 $
Southwest LS_1
ยน
FIGURE 4.69 Legend Utility Corridor Neighbourhood Legal
DANSEREAU MEADOWS
DR
MONTALET ST
MONTALET
REICHERT DR
T REICHER
MASSON ST
64 AVE
60 AVE 63 ST
64 ST
67 ST
COLONIALE ESTATES
61 ST
59 AVE
LE G EA
M
N O
T
CHAMPLAIN DR
57 AVE
ST
CITADEL RIDGE
55 AVE BEAURIDGE
EAGLEMONT HEIGHTS
53 AVE
49 ST
50 ST
50 AVE
50A AVE
49 AVE
43 ST
FOREST HEIGHTS
67 ST
35 AVE MONTROSE ESTATES
FOUR SEASONS ESTATES
PLACE CHALEUREUSE
BEAU VAL CHALEUREUSE BUSINESS PARK
250
500
750
Meters 1,000
TRIOMPHE ESTATES
44 ST
46 ST
45 ST
48 ST
SOLEIL BLVD
125
GLENBRAE MEADOWS
BEAUMONT LAKES PLAINES ROYER
30 AVE MONTROSE BUSINESS CENTRE
43 AVE
47 ST
E
CAILLOU BAY
64 ST
65 ST
66 ST
40 A V
0
ST
BROOKSIDE
1:24,000
BEAU MEADOW 51
RUISSEAU
53 S T 52 S T
PARKLANE
42 ST
GOUDREAU TERRACE
ST. VITAL
CENTRE-VILLE
56 ST
66 ST
57 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\06_Next Steps and Staging Plan\Figure 4.69 - Proposed Utility Corridor.mxd
Study Area
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM NEXT STEPS/STAGING PLAN RECOMMENDATIONS BUILD-OUT TO THE POST-ANNEXATION BOUNDARY UTILITY CORRIDORS
Legend Manhole Existing Lift Station
$ 1 1 $
Proposed Gravity Sewer 200mm
Proposed Lift Station
250mm 300mm
Gravity Sewer 375mm Forcemain
450mm
Legal
525mm
Study Area MASSON ST
64 AVE
REICHERT DR
T DR REICHER
MONTALET ST 61 AVE
N O
900mm (Twin) 56 AVE
1200mm (Twin)
55 AVE
52 AVE
49 AVE
ST
48 ST
47 ST
E
CAILLOU BAY PARC ST
60 ST
64 ST
65 ST
66 ST
Drop Invert Elevation of 900mm Sewer to 698.30m at this Location for Future Tie-In
40 A V
43 ST
1:24,000 0
51
53 S T 52 S T
45 AVE
T
UPG 1C - 10
Twin Existing 525mm Sewer with 1200mm Sewer
600mm (Upsize)
50A AVE
43 AVE
TR IO MP
67 ST
1 $ j k
200
400
600
Meters 800
HE BL VD
Upgrade triggered once more than 58% of the South Service Region has been developed
32 AVE
32 AVE
30 AVE
100
UPG 3C - 1
35 AVE
SERTS Lift Station
36 ST
50 AVE
40 S
56 ST
! A
Build-out to Postannexation Boundary
53 AVE
50 ST
66 ST
Ensure Invert Elevation is 704.375m at this Location for Future Tie-In
250mm
Industrial
Existing Condition
CHAMPLAIN DR
57 AVE
ST
42 ST
Decommission Existing SERTS Lift Station
61 ST
63 ST
M LE G A E
T
49 ST
67 ST
1 $ j k
64 ST
UPG 1C - 1 SERTS Lift Station
UPG 1C - 2
Development Type
Proposed Forcemain (Twinned)
Recommended Upgrade - Sewer Size
60 AVE
59 AVE
57 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\06_Next Steps and Staging Plan\Figure 4.70 - South Service Region_Overall Network Upgrades.mxd
¹
FIGURE 4.70
1 $
South LS_1
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM NEXT STEPS/STAGING PLAN RECOMMENDATIONS TOTAL UPGRADES REQUIRED FOR SOUTH SERVICE REGION
! A Twin Existing 525mm Sewer with 900mm Sewer
1 $
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
Legend Proposed Gravity Sewer
Manhole
$ 1 1 $
Existing Lift Station
200mm
Proposed Lift Station
250mm
Gravity Sewer
300mm 450mm
Forcemain
525mm Legal 600mm Study Area 64 AVE
DR
REICHERT DR
T REICHER
MASSON ST
MONTALET ST 61 AVE
Commercial
LE G EA
Decommission Existing SERTS Lift Station
M
N O
T
Proposed Forcemain (Twinned) 150mm
Industrial Residential
Recommended Upgrade - Sewer Size
61 ST
63 ST
64 ST
CHAMPLAIN DR
57 AVE
ST
Existing Condition
56 AVE
900mm (Twin)
55 AVE
1200mm (Twin) 53 AVE
Twin Existing 525mm Sewer with 1200mm Sewer 50A AVE
44 ST
46 ST
45 ST
42 ST
ST
48 ST
43 AVE
47 ST
E
CAILLOU BAY PARC ST
60 ST
64 ST
Drop Invert Elevation of 900mm Sewer to 698.30m at this Location for Future Tie-In
65 ST
66 ST
40 A V
1:24,000 0
51
53 S T 52 S T
45 AVE
T
Ensure Invert Elevation is 704.375m at this Location for Future Tie-In
36 ST
49 AVE
43 ST
50 AVE
40 S
56 ST
! A
50 ST
UPG 1C - 10
52 AVE 49 ST
1 $ j k
67 ST
UPG 1C - 1 SERTS Lift Station
UPG 1C - 2
Development Type
60 AVE
59 AVE
57 ST
TR IO MP
100
200
400
600
Meters 800
HE BL VD
32 AVE
35 AVE
32 AVE
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\06_Next Steps and Staging Plan\Figure 4.71 - Southwest Service Region_Overall Network Upgrades.mxd
¹
FIGURE 4.71
1 $ j k
SERTS Lift Station
30 AVE
SANITARY COLLECTION SYSTEM NEXT STEPS/STAGING PLAN RECOMMENDATIONS TOTAL UPGRADES REQUIRED FOR SOUTHWEST SERVICE REGION
! A Twin Existing 525mm Sewer with 900mm Sewer
1 $
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND
1 $
Southwest LS_1
Service Layer Credits: Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
Water and Wastewater Systems: 2018 and Beyond Town of Beaumont – Report FINAL
Appendix A MIKE URBAN Water Model Files (Provided on a flash drive)
islengineering.com
April 2018 | APPENDIX
Water and Wastewater Systems: 2018 and Beyond Town of Beaumont – Report FINAL
Appendix B Hydrant Testing Report
islengineering.com
April 2018 | APPENDIX
Final Report for ISL Engineering and Land Services Ltd. Attn: Geoffrey Schulmeister., P.Eng., SCPM
Beaumont, Alberta Fire Hydrant Flow Testing June 2017
Prepared and submitted by: SFE Global
10707 - 181th Street Edmonton, Alberta T5S 1N3 Phone (780) 461-0171 Fax (780) 443-4613 Toll Free: 1-877-293-0173
Alberta Head Office 10707-181 Street Edmonton, Alberta T5S 1N3 Ph (780) 461-0171 Fx (780) 443-4613 British Columbia Head Office #201 – 26641 Fraser Hwy Aldergrove, British Columbia V4W 3L1 Ph (604) 856-2220 Fx (604) 856-3003
July 6, 2017
Geoffrey Schulmeister, P.Eng., SCPM ISL Engineering and Land Services Ltd. #1, 6325 – 12 Street NE Calgary, Alberta T2H 2K1
FINAL REPORT: 2017 Fire Hydrant Flow Testing Beaumont, Alberta Dear Mr. Schulmeister; Please find enclosed SFE’s Final Report for the above mentioned project. If you have any questions, comments or concerns, please do not hesitate to contact us at your earliest convenience. Thank you for having SFE conduct this work on your behalf. We are appreciative of the opportunity to work with you and your team on this project. We look forward to working together again in the near future. Sincerely, SFE Global
Kevin McMillan Vice President (780) 461-0171 Kevin.mcmillan@sfeglobal.com www.sfeglobal.com
SFE Global - 10707 181 St, Edmonton, AB T5S 1N3
Final Report
1. Executive Summary This report provides details of the hydrant fire flow testing conducted in Beaumont, Alberta. SFE Global was retained by ISL Engineering and Land Services Ltd., under the direction of Mr. Geoffrey Schulmeister. Mr. Nick Schellenberg represented SFE Global as Project Manager during this project. As requested, SFE conducted a hydrant fire flow test on June 15 th, 2017. The flow hydrant and test hydrant were indicated to SFE by maps supplied by the client. The fire flow test was conducted according to National Fire Protection Association (NFPA) 291 standards.
2. Summary of Testing SFE Technicians met representatives of the Town of Beaumont and ISL Engineering on-site to perform testing. The testing plan was discussed and location maps reviewed by all participants.
Testing Equipment Testing was performed on flow hydrants utilizing a Hydro Flow Products Inc. 4” Hose Monster system with integral de-chlorinator. These are fixed pitot devices to measure flow, de-chlorinate and diffuse in one process. The benefit of this system is the ability to provide repeatable results and manage discharge water conditions. Residual pressure was measured with a liquid filled Bourdon tube type pressure gauge, and/or a Telog HPR digital pressure recorder. Pitot pressure readings were obtained from liquid filled, Bourdon tube pressure gauges. The configuration for the 4” Hose Monster System consisted of one (1) 4” hose monster on the pumper port of the Flow hydrant. A pressure recording gauge was installed on the designated residual pressure hydrant. To digitally log pressure within the distribution system SFE Technicians installed two (2) Telog HPR hydrant pressure loggers. These devices were set to one minute logging intervals and one second sampling intervals. Each one minute interval logs the minimum, maximum and average pressure for that interval.
Page 3 of 16
Final Report Testing Procedure The client selected all flow hydrants and the digital logging hydrants, while SFE Crews selected a residual hydrant for each test. SFE Technicians installed flow testing equipment on each flow hydrant and residual pressure measurement equipment on the residual hydrant. The tests were performed by recording system static pressure then flowing the 2.5� port on the flow hydrant. Once fire pumps activated and the pressure and flow stabilized all flow and residual pressures were recorded. Total flow and extrapolated flow to 20 psi residual pressure are calculated from this test on the flow testing summary sheets. Flow testing summary sheets are included in Appendix II. A data logger was installed to measure min, max and average system pressure. The location of this device was: L1 L2
4909 – 57th Street adjacent to pump house. 1 Homestead Close adjacent to pump house.
A graph of the data from this location is included in Appendix I.
3. Data The testing reports included in Appendix II contain all test results and photos. All pressure readings are in psi and all flow values are reported in IGPM. All hydrants were returned to as found condition upon completion of testing.
Page 4 of 16
Final Report 4. Safety A pre-job safety inspection and meeting was conducted by SFE personnel, and the following potential hazards were identified:
Need for Personal Protective Equipment Working with water under pressure Pedestrian and vehicular traffic conditions Safe operation and shut down of fire hydrants
This project was conducted in accordance with the WCB and OSHA safety standards as documented in SFE’s Safety Procedures Manual. The SFE crew reviewed the work to be completed and safety requirements at a tail-gate safety meeting held prior to commencing work.
Report End June 2017 SFE Global Project A17-019
5. Appendices
Page 5 of 16
Final Report
Appendix I Pressure Logger Data
Page 6 of 16
Final Report
Page 7 of 16
Final Report
Page 8 of 16
Final Report
Appendix II Test Results
Page 9 of 16
Final Report
Page 10 of 16
Final Report
Page 11 of 16
Final Report
Page 12 of 16
Final Report
Page 13 of 16
Final Report
Page 14 of 16
Final Report
Page 15 of 16
Final Report
Page 16 of 16
Water and Wastewater Systems: 2018 and Beyond Town of Beaumont – Report FINAL
Appendix C Water System – Detailed Cost Estimate Breakdown
islengineering.com
April 2018 | APPENDIX
Post-Annexation Upgrades (Table 3.18, Figure 3.42)
Post-Annexation Network (Table 3.15, Figure 3.33)
Pre-Annexation Upgrades (Table 3.14, Figure 3.24)
Pre-Annexation Network (Table 3.11, Figure 3.15)
Pipe Replacement
Existing (Table 3.10)
Water System - Detailed Cost Estimate Breakdown Upgrade St. Vital
Items Pump Station
Quantity 187.9
Units L/s
Unit Cost $7,500
Sub-Total $1,409,505
Contingency (30%) $422,852
Engineering (15%) $274,853
Total Cost (Rounded) $2,100,000
Main
500 mm Watermain
54.6
m
$640
$34,936
$10,481
$6,812
$50,000
Main
Pavement Rehabilitation
54.6
m
$750
$40,940
$12,282
$7,983
$50,000
Various Locations
200 mm Watermain
14,227.6
m
$255
$1,485,000 $3,628,049
Various Locations
250 mm Watermain
3,608.7
m
$340
$1,226,950
Various Locations
300 mm Watermain
782.2
m
$425
$332,436
Various Locations
400 mm Watermain
47.7
m
$530
$25,282
Various Locations
200 mm Watermain
Various Locations Various Locations
$5,213,000 $1,176,778
$446,000 $1,088,415
$290,000 $707,470
$2,200,000 $5,400,000
$368,085
$239,255
$1,850,000
$99,731
$64,825
$500,000
$7,585
$4,930
$40,000
$1,564,000 $353,033
$1,016,000 $229,472
$7,800,000 $1,750,000
4,614.8
m
$255
250 mm Watermain
521.8
m
$340
$177,410
$53,223
$34,595
$250,000
300 mm Watermain
3,626.8
m
$425
$1,541,391
$462,417
$300,571
$2,300,000
West
500 mm Watermain
208.0
m
$640
$133,109
$39,933
$25,956
$200,000
West
Pump Station
253.9
L/s
$7,500
$1,904,505
$571,352
$371,378
$2,850,000
Various Locations
400 mm Watermain
196.0
m
$530
$1,480,000 $31,168
$962,000 $20,259
Various Locations
450 mm Watermain
2,041.8
m
$585
$1,194,424
$358,327
$232,913
Various Locations
500 mm Watermain
234.0
m
$640
$149,750
$44,925
$29,201
$200,000
Various Locations
Pavement Rehabilitation
2,471.8
m
$750
$1,853,822
$556,147
$361,495
$2,750,000
$4,933,000 $103,894
$7,350,000 $150,000 $1,800,000
Main
Pump Station
209
L/s
$7,500
$1,566,510
$469,953
$305,469
$2,350,000
West
Reservoir Storage
3,900
m3
$1,000
$3,900,000
$1,170,000
$760,500
$5,850,000
$8,768,000 $178,109
$2,631,000 $53,433
$1,710,000 $34,731
$13,100,000 $250,000
Various Locations
250 mm Watermain
523.8
m
$340
Various Locations
300 mm Watermain
50,360.0
m
$425
$21,402,979
$6,420,894
$4,173,581
$32,000,000
Various Locations
350 mm Watermain
2,024.2
m
$475
$961,489
$288,447
$187,490
$1,450,000
Various Locations
400 mm Watermain
1,008.9
m
$530
$534,731
$160,419
$104,272
$800,000
Various Locations
PRV
12.0
each
$50,000
$600,000
$180,000
$117,000
$900,000
Northwest
Pump Station
874.0
L/s
$7,500
$6,554,931
$1,966,479
$1,278,212
$9,800,000
Northwest
Reservoir Storage
40,200.0
m3
$1,000
$40,200,000
$12,060,000
$7,839,000
$60,100,000
Various Locations
350 mm Watermain
196.1
m
$475
Various Locations
500 mm Watermain
4.8
m
$640
$3,068
$921
$598
$5,000
Various Locations
550 mm Watermain
1,244.7
m
$690
$858,866
$257,660
$167,479
$1,300,000
Various Locations
600 mm Watermain
1,055.9
m
$740
$781,378
$234,413
$152,369
$1,150,000
Various Locations
650 mm Watermain
177.4
m
$790
$140,156
$42,047
$27,330
$200,000
Various Locations
750 mm Watermain
264.6
m
$890
$235,453
$70,636
$45,913
$350,000
Various Locations
Pavement Rehabilitation
2,943.5
m
$750
$2,207,637
$662,291
$430,489
$3,300,000
$70,432,000 $93,150
$21,130,000 $27,945
$13,734,000 $18,164
$105,300,000 $150,000
Main
Pump Station
653.9
L/s
$7,500
$4,904,070
$1,471,221
$956,294
$7,350,000
West
Reservoir Storage
28,300.0
m3
$1,000
$28,300,000
$8,490,000
$5,518,500
$42,300,000
West
Pump Station
326.9
L/s
$7,500
$2,452,037
$735,611
$478,147
$3,650,000
St. Vital
Pump Station
326.9
L/s
$7,500
$2,452,037
$735,611
$478,147
$3,650,000
$42,428,000
$12,728,000
$8,273,000
$63,400,000
Water and Wastewater Systems: 2018 and Beyond Town of Beaumont – Report FINAL
Appendix D SERTS Lift Station Pump Curve
islengineering.com
April 2018 | APPENDIX
NP 3085 MT 3~ Adaptive 462 Te chnical specification [m] 11.6
Head
11.2 10.8 10.4 10.0 9.6 9.2 8.8 8.4 8.0 7.6 7.2 6.8 6.4 6.0
Ef f . 64.4%
5.6 5.2 4.8 4.4 4.0 3.6 3.2
462 152mm
2.8
Note: Picture might not correspond to the current configuration.
2.4
General
2.0 1.6
Patented self cleaning sem i-open channel im peller, ideal f or pum ping in waste water applications. Possible to be upgraded with Guide-pin® f or ev en better clogging resistance. Modular based design with high adaptation grade.
1.2 0.8 0.4 0.0
Impeller 0
20
40
60
80
100
Water, pure
120
[m³/h] Curve ISO
Im peller m aterial D ischarge F lange D iam eter Inlet diam eter Im peller diam eter N um ber of blades
Grey cast iron 80 m m 80 m m 152 m m 2
Installation: P - Semi permanent, Wet M otor Motor # Stator v ariant Frequency R ated v oltage N um ber of poles Phas es R ated power R ated current Starting current R ated speed Power f actor 1/1 Load 3/4 Load 1/2 Load Ef f ic iency 1/1 Load 3/4 Load 1/2 Load
85 348 116
249
2"
33
400
REF.L INE
GUIDE BARS
300
MIN LE V E L
Z
Z
125
50
*270
400
530
DN 100
70
865
(TO FURTHE S T P OINT)
590
RE F.LINE
N 3085.160 15-10-4AL-W 3hp 63 60 H z 600 V 4 3~ 2.24 kW 3.3 A 17 A 1695 1/m in 0.84 0.79 0.68 77.0 % 78.5 % 77.5 %
155
169
100
170 145
Configuration
37°
Z
200
Z
CL OF DISCH
V IE W
RE F.LINE
100
69
250
Ø20(4x)
Weight *
DIME NS ION TO E NDS OF GUIDE B A RS
Dimensional drwg NP 3085 MT
Project
Project ID
Created by
Created on
2015-10-16
Last update
NP 3085 MT 3~ Adaptive 462 Performance curv e Pump
M otor
Discharge Flange Diameter Inlet diameter Impeller diameter Number of blades
80 mm 80 m m 152 mm 2
Motor # Stator variant Frequency Rated voltage Number of poles Phases Rated power Rated current Starting current Rated speed
N3085.160 15-10-4AL-W 3hp 63 60 Hz 600 V 4 3~ 2.24 kW 3.3 A 17 A 1695 1/min
[m] Head 11.5 11.0 10.5 10.0 9.5 9.0 8.5 8.0 7.5 7.0 6.5 6.0 5.5 5.0 4.5 4.0 3.5 3.0 2.5 2.0 1.5 1.0 0.5 0.0 [%] Efficiency 60 Total efficiency 50 40 30 20 10 0 Shaft power P2 [kW] Power input P1 2.0
Power factor 1/1 Load 0.84 3/4 Load 0.79 1/2 Load 0.68 Efficiency 1/1 Load 3/4 Load 1/2 Load
77.0 % 78.5 % 77.5 %
Eff. 64.4%
462 152mm
462 152mm 462 152mm
462 152mm (P1) 462 152mm (P2)
1.5 1.0 0.5 0.0
NPSH-values
[m] 4.4 4.0
462 152mm
3.6 0
10
20
30
40
50
60
70
80
90
100
110
120
130
Project
[mÂł/h] Curve ISO
Water, pure
Project ID
Created by
Created on
2015-10-16
Last update
NP 3085 MT 3~ Adaptive 462 Duty Analysis [m]
Head
11.6 11.2 10.8 10.4 10.0 9.6 9.2 8.8 8.4 8.0 7.6 7.2 6.8 6.4 Eff.
6.0
64.4%
5.6 5.2 4.8 4.4
53.9%
4.0 3.6 3.2 462 152mm
2.8 2.4
463 135mm
2.0 1.6 1.2 0.8 0.4
175.048 m
0.0 10 Water, pure Curve issue
Project
20
30
40
50
60
70
80
90
100
110
120
130
[m³/h] Curve ISO
2
Project ID
Created by
Created on
2015-10-16
Last update
NP 3085 MT 3~ Adaptive 462 VFD Curv e [m] Head 11.5 11.0 10.5 10.0 9.5 9.0 8.5 8.0 7.5 7.0 6.5 Eff.
6.0
64.4%
5.5 5.0
64.4%
4.5 64.4%
4.0 3.5
64.4%
3.0
462 152mm 64.4%
2.5
55 Hz 50 Hz
2.0 45 Hz
1.5
40 Hz
1.0 0.5 0.0 [%]
Efficiency 60 Total efficiency 50
40 Hz
40 40 Hz
30
45 Hz
50 Hz
55 Hz 462 152mm
45 Hz
50 Hz
55 Hz 462 152mm
20 10 0 [kW] Shaft power P2 2.4 Power input P1
462 152mm (P1) 55 Hz462 152mm (P2)
2.0 1.6
50 Hz
1.2 40 Hz 40 Hz
0.8
45 Hz 45 Hz
55 Hz
50 Hz
0.4 0.0 NPSH-values [m] 4.5 4.0
462 152mm
3.5
55 Hz
3.0
50 Hz 45 Hz
2.5 40 Hz
2.0 0
10
20
30
40
50
60
70
80
90
100
110
120
130
[m³/h] Curve ISO
Project
Project ID
Created by
Created on
2015-10-16
Last update
NP 3085 MT 3~ Adaptive 462 VFD Analysis [m] Head 11.6 11.2 10.8 10.4 10.0 9.6 9.2 8.8 8.4 8.0 7.6 7.2 6.8 6.4 Eff.
6.0
64.4%
5.6 5.2 64.4% 4.8 4.4 64.4%
4.0 3.6
64.4%
3.2
462 152mm
2.8 64.4%
55 Hz
2.4 50 Hz
2.0 45 Hz
1.6 40 Hz
1.2 0.8 0.4 0.0 0
10
20
30
40
50
60
70
80
90
100
110
120
130
[m³/h] Curve ISO
Project
Project ID
Created by
Created on
2015-10-16
Last update
NP 3085 MT 3~ Adaptive 462 Dimensional drawing
85 348 116
249
2"
33
400
REF.LINE
GUIDE BARS
300
MINLEVEL
Z
Z
125
50
*270
400
530
DN100
70
865
(TOFURTHEST POINT)
590
REF.LINE
169
100
170 145
155
37°
Z
200
Z
CL OF DISCH
VIEW
REF.LINE
100
69
250
Ø20(4x)
Weight *
DIMENSIONTOENDS OFGUIDE BARS
Dimensional drwg NP3085MT
Project
Project ID
Created by
Created on
2015-10-16
Last update
Water and Wastewater Systems: 2018 and Beyond Town of Beaumont – Report FINAL
Appendix E MIKE URBAN Sanitary Model Files (Provided on a flash drive)
islengineering.com
April 2018 | APPENDIX
Water and Wastewater Systems: 2018 and Beyond Town of Beaumont – Report FINAL
Appendix F Existing System Assessments – Longitudinal Profiles
islengineering.com
April 2018 | APPENDIX
FIGURE F-1 LP 1.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution 25yr 24hr Q4 Huff Distribution
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.1 - LP 1.1.mxd
50yr 24hr Q4 Huff Distribution
LP 1.1 LP 1.2
1 $
SERTS Lift Station
1:30,000 0
125
250
500
750
Meters 1,000
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 1.1
FIGURE F-2 LP 1.2 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution 25yr 24hr Q4 Huff Distribution
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.2 - LP 1.2.mxd
50yr 24hr Q4 Huff Distribution
LP 1.1 LP 1.2
1 $
SERTS Lift Station
1:30,000 0
125
250
500
750
Meters 1,000
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 1.2
FIGURE F-3 LP 2.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution 25yr 24hr Q4 Huff Distribution
LP 2
REICHERT DR
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.3 - LP 2.1.mxd
50yr 24hr Q4 Huff Distribution
.1
1:10,000 0
62.5
125
250
375
Meters 500
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 2.1
FIGURE F-4 LP 2.2 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution 25yr 24hr Q4 Huff Distribution
LP ROSEMOUNT BLVD
2. 2
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.4 - LP 2.2.mxd
50yr 24hr Q4 Huff Distribution
1:7,500 0
37.5
75
150
225
Meters 300
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 2.2
FIGURE F-5 LP 2.3 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution 25yr 24hr Q4 Huff Distribution
BOUCHARD ST
MASELENE ST
LP 2.3 .1 LP 4.2 LP 4
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.5 - LP 2.3.mxd
50yr 24hr Q4 Huff Distribution
LP 5.2
57 AVE
1:25,000 0
125
250
500
750
Meters 1,000
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 2.3
FIGURE F-6 LP 2.4 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution 25yr 24hr Q4 Huff Distribution
MASELENE ST
64 AVE
LP 2.4
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.6 - LP 2.4.mxd
50yr 24hr Q4 Huff Distribution
LP 2.5 60 AVE
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 2.4
FIGURE F-7 LP 2.5 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution 25yr 24hr Q4 Huff Distribution
61 AVE
63 ST
LP 2.5
.4
64 ST
3 LP
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.7 - LP 2.5.mxd
50yr 24hr Q4 Huff Distribution
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 2.5
FIGURE F-8 LP 3.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution 25yr 24hr Q4 Huff Distribution
47 AVE
45 AVE
47 ST
48 ST
43 AVE
LP 3.1
LP 13.1
LP 11.3 LP 11.2
44 ST
42 AVE
45 ST
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.8 - LP 3.1.mxd
50yr 24hr Q4 Huff Distribution
1:10,000 0
37.5
75
150
225
Meters 300
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 3.1
FIGURE F-9 LP 3.2 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution 25yr 24hr Q4 Huff Distribution
PL AU RU IS SE
51
ST
52 S T
53 S T
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.9 - LP 3.2.mxd
50yr 24hr Q4 Huff Distribution
LP 3 .2 LP 11.3
1:8,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 3.2
FIGURE F-10 LP 3.3 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
LP 6.1
LP 6.2
56 ST
LP 7.1
2 LP 12.
LP 3.5
50yr 24hr Q4 Huff Distribution
LP
48 AVE
LP 3.2
.3 LP 11
LP 9.1
3. 3
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.10 - LP 3.3.mxd
25yr 24hr Q4 Huff Distribution
1:15,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 3.3
FIGURE F-11 LP 3.4 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
64 ST
LP 3.4 LP 3.5
67 ST
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.11 - LP 3.4.mxd
25yr 24hr Q4 Huff Distribution
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 3.4
FIGURE F-12 LP 3.5 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
64 ST
LP 3.4 LP 3.5
67 ST
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.12 - LP 3.5.mxd
25yr 24hr Q4 Huff Distribution
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 3.5
FIGURE F-13 LP 4.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution MONTALET ST
LP 4.1
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.13 - LP 4.1.mxd
25yr 24hr Q4 Huff Distribution
1:5,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 4.1
FIGURE F-14 LP 4.2 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
LP 4.2
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.14 - LP 4.2.mxd
25yr 24hr Q4 Huff Distribution
1:5,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 4.2
FIGURE F-15 LP 5.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.15 - LP 5.1.mxd
25yr 24hr Q4 Huff Distribution 50yr 24hr Q4 Huff Distribution
LP 5.1 57 AVE
LP 1 2
.2
1:5,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 5.1
FIGURE F-16 LP 5.2 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
LP 5.2 LP 5.1
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.16 - LP 5.2.mxd
25yr 24hr Q4 Huff Distribution
1:6,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 5.2
FIGURE F-17 LP 6.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
LP 7.1
LP 6.1
50yr 24hr Q4 Huff Distribution
.2 LP 12
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.17 - LP 6.1.mxd
25yr 24hr Q4 Huff Distribution
1:7,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 6.1
FIGURE F-18 LP 6.2 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
56 ST
50yr 24hr Q4 Huff Distribution
LP 8.4 LP 6.2
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.18 - LP 6.2.mxd
25yr 24hr Q4 Huff Distribution
LP 1
4. 1
LP 3.3 1:10,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 6.2
FIGURE F-19 LP 7.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
LP 6.1
LP 3.4
50yr 24hr Q4 Huff Distribution
LP 7.1
LP 3.3
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.19 - LP 7.1.mxd
25yr 24hr Q4 Huff Distribution
1:9,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 7.1
FIGURE F-20 LP 8.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.20 - LP 8.1.mxd
25yr 24hr Q4 Huff Distribution 50yr 24hr Q4 Huff Distribution
LP 8.1 1:5,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 8.1
FIGURE F-21
Legend
LP 8.2 - Maximum HGL Profile - Existing Conditions
Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
49 ST
50yr 24hr Q4 Huff Distribution
50 ST
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.21 - LP 8.2.mxd
25yr 24hr Q4 Huff Distribution
LP 8.2 LP 8.3
1:6,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 8.2
FIGURE F-22
Legend
LP 8.3 - Maximum HGL Profile - Existing Conditions
Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
49 ST
50yr 24hr Q4 Huff Distribution
50 ST
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.22 - LP 8.3.mxd
25yr 24hr Q4 Huff Distribution
LP 8.2 LP 8.3
1:6,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 8.3
FIGURE F-23 LP 8.4 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
56 ST
50 ST
LP 6.2 50 AVE
LP 8.4 48 AVE
4. 1 AU
PL
LP 1
RU IS SE
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.23 - LP 8.4.mxd
25yr 24hr Q4 Huff Distribution
1:10,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 8.4
FIGURE F-24 LP 9.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
3
35 AVE
32 AVE
LP 10.1
64 ST
65 ST
66 ST
LP 9.1
LP 3 .
67 ST
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.24 - LP 9.1.mxd
25yr 24hr Q4 Huff Distribution
30 AVE
1:15,000 0
75
150
300
450
Meters 600
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 9.1
FIGURE F-25 LP 10.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
LP 10.1
60 ST
LP 9.1
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.25 - LP 10.1.mxd
25yr 24hr Q4 Huff Distribution
32 AVE
30 AVE
1:10,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 10.1
FIGURE F-26 LP 11.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
. LP 3 44 ST
42 ST
1
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.26 - LP 11.1.mxd
25yr 24hr Q4 Huff Distribution
TR IO MP
HE BL VD
LP 11.1
1:12,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 11.1
FIGURE F-27 LP 11.2 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution 42 AVE
LP 11.2
LAKELAND BLVD
45 ST
LP 13.1
44 ST
LP 3.1
LP 11.4
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.27 - LP 11.2.mxd
25yr 24hr Q4 Huff Distribution
32 AVE
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 11.2
FIGURE F-28 LP 11.3 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
LP 8.2
4. 1 53 S T
LP 1
LP 3.3
52 S T
LP 6.2
LP 8.4 48 AVE
40 A V
LP 3 .2
3. LP
1
E
LP 11.3
CAILLOU BAY PARC ST
60 ST
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.28 - LP 11.3.mxd
25yr 24hr Q4 Huff Distribution
SOLEIL BLVD
1:18,000 0
75
150
300
450
Meters 600
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 11.3
FIGURE F-29 LP 12.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
56 AVE
LP 12.1 55 AVE
52 AVE
49 ST
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.29 - LP 12.1.mxd
25yr 24hr Q4 Huff Distribution
LP 8.1
1:12,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 12.1
FIGURE F-30 LP 12.2 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
.2 LP 12
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.30 - LP 12.2.mxd
25yr 24hr Q4 Huff Distribution
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 12.2
FIGURE F-31 LP 13.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
42 ST
45 AVE
48 ST
LP 3. 1
43 AVE
LP 13.1
44 ST
42 AVE
LP 11.1
45 ST
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.31 - LP 13.1.mxd
25yr 24hr Q4 Huff Distribution
LP 11.2
1:10,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 13.1
FIGURE F-32 LP 14.1 - Maximum HGL Profile - Existing Conditions
Legend Maximum Water Level (m) Dry Weather Flow Constant 0.28L/s/ha 5yr 24hr Q4 Huff Distribution
50yr 24hr Q4 Huff Distribution
LP 8.4
4. 1
AU
PL
LP 1
RU IS SE
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\04_Existing System Analysis\LPs\Figure F.32 - LP 14.1.mxd
25yr 24hr Q4 Huff Distribution
1:5,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM EXISTING SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 14.1
Water and Wastewater Systems: 2018 and Beyond Town of Beaumont – Report FINAL
Appendix G Sanitary System – Detailed Cost Estimate Breakdown
islengineering.com
April 2018 | APPENDIX
Constant 0.28L/s/ha Figure 4.48
Cost Estimates for Recommended Sanitary Servicing System - Existing Conditions Water and Wastewater Systems: 2018 and Beyond Town of Beaumont - Report FINAL Item ID
Upgrade
Items
Quantity
Units
Unit Cost
Sub-Total
Contingency (30%)
Engineering (15%)
Total Cost (Rounded)
UPG 1A - 1
Decommission Existing SERTS Lift Station
Removal
1
Items
$450,000
$450,000
$135,000
$87,750
$650,000
UPG 1A - 2
Twin Existing 525mm Sewer with 900mm Sewer
900mm Gravity Sewer
3150
Metres
$975
$3,071,250
$921,375
$598,894
$4,600,000
$3,521,000
$1,056,000
$687,000
$5,250,000
1:5 Year 24-Hour Huff Storm Figure 4.49
Total:
No Upgrades Recommended for this Design Storm
1:25 Year 24-Hour Huff Storm Figure 4.50
Total: UPG 1C - 1
Decommission Existing SERTS Lift Station
Removal
1
Items
$450,000
$450,000
$135,000
$87,750
$650,000
UPG 1C - 2
Twin Existing 525mm Sewer with 900mm Sewer
900mm Gravity Sewer
3,150
Metres
$975
$3,071,250
$921,375
$598,894
$4,600,000
UPG 1C - 3
Upsize Pipes to 525mm
525mm Gravity Sewer
436
Metres
$545
$237,444
$71,233
$46,302
$350,000
UPG 1C - 4
Upsize Pipes to 300mm
300mm Gravity Sewer
186
Metres
$350
$65,101
$19,530
$12,695
$100,000
UPG 1C - 5
Upsize Pipes to 450mm
450mm Gravity Sewer
163
Metres
$480
$78,233
$23,470
$15,255
$100,000
UPG 1C - 6
Upsize Pipes to 375mm
375mm Gravity Sewer
555
Metres
$400
$222,156
$66,647
$43,320
$350,000
UPG 1C - 7
Upsize Pipes to 525mm
525mm Gravity Sewer
303
Metres
$545
$165,122
$49,536
$32,199
$250,000
UPG 1C - 8
Upsize Pipes to 450mm
450mm Gravity Sewer
714
Metres
$480
$342,867
$102,860
$66,859
$500,000
250mm Gravity Sewer
318
Metres
$320
$101,648
$30,494
$19,821
$150,000
1200mm Gravity Sewer
1,260
Metres
$1,400
$1,764,263
$529,279
$344,031
$2,650,000
Pavement Rehabilitation
1,829
Metres
$750
$1,371,958
$411,587
$267,532
$2,050,000
$7,870,000
$2,361,000
$1,535,000
$11,750,000
Upsize Pipes to 250mm Twin Existing 525mm Sewer with UPG 1C - 10 1200mm Sewer Repaving Along Existing UPG 1C - 00 Roadways UPG 1C - 9
Total:
1:50 Year 24-Hour Huff Storm Figure 4.51
N/A
UPG 1D - 1
Decommission Existing SERTS Lift Station
Removal
1
Items
$450,000
$450,000
$135,000
$87,750
$650,000
UPG 1D - 2
Twin Existing 525mm Sewer with 900mm Sewer
900mm Gravity Sewer
3,150
Metres
$975
$3,071,250
$921,375
$598,894
$4,600,000
UPG 1D - 3
Upsize Pipes to 600mm
600mm Gravity Sewer
436
Metres
$625
$272,452
$81,736
$53,128
$400,000
UPG 1D - 4
Upsize Pipes to 300mm
300mm Gravity Sewer
256
Metres
$350
$89,600
$26,880
$17,472
$150,000
UPG 1D - 5
Upsize Pipes to 525mm
525mm Gravity Sewer
163
Metres
$545
$88,827
$26,648
$17,321
$150,000
UPG 1D - 6
Upsize Pipes to 450mm
450mm Gravity Sewer
136
Metres
$480
$65,393
$19,618
$12,752
$100,000
UPG 1D - 7
Upsize Pipes to 375mm
375mm Gravity Sewer
428
Metres
$400
$171,120
$51,336
$33,368
$250,000
UPG 1D - 8
Upsize Pipes to 250mm
250mm Gravity Sewer
85
Metres
$320
$27,310
$8,193
$5,325
$50,000
UPG 1D - 9
Upsize Pipes to 525mm
525mm Gravity Sewer
303
Metres
$545
$165,122
$49,536
$32,199
$250,000
UPG 1D - 10
Upsize Pipes to 450mm
450mm Gravity Sewer
714
Metres
$480
$342,936
$102,881
$66,873
$500,000
250mm Gravity Sewer
310
Metres
$320
$99,292
$29,787
$19,362
$150,000
1200mm Gravity Sewer
1,260
Metres
$1,400
$1,764,263
$529,279
$344,031
$2,650,000
Pavement Rehabilitation
1,986
Metres
$750
$1,489,631
$446,889
$290,478
$2,250,000
$8,097,000
$2,429,000
$1,579,000
$12,150,000
Upsize Pipes to 250mm Twin Existing 525mm Sewer with UPG 1D - 12 1200mm Sewer Repaving Along Existing UPG 1D - 00 Roadways UPG 1D - 11
Total: Assumptions: Costs herein are comparable to other municipalities. Costs are representative of 2017. The total costs have been rounded to the nearest $50,000.
North Service Region Figure 4.62
Cost Estimates for Recommended Sanitary Servicing System - Post-annexation Conditions Water and Wastewater Systems: 2018 and Beyond Town of Beaumont - Report FINAL Items
Quantity
Units
Unit Cost
Sub-Total
Contingency (30%)
Engineering (15%)
Total Cost
200mm Gravity Sewer
1558
Metres
$310
$483,092
$144,928
$94,203
$700,000
375mm Gravity Sewer
1905
Metres
$400
$762,170
$228,651
$148,623
$1,150,000
450mm Gravity Sewer
1875
Metres
$480
$900,027
$270,008
$175,505
$1,350,000
525mm Gravity Sewer
913
Metres
$545
$497,352
$149,205
$96,984
$750,000
675mm Gravity Sewer
449
Metres
$730
$327,413
$98,224
$63,846
$500,000
750mm Gravity Sewer
736
Metres
$820
$603,913
$181,174
$117,763
$900,000
900mm Gravity Sewer
2951
Metres
$975
$2,877,598
$863,279
$561,132
$4,300,000
North LS_1 (~250L/s)
1
Items
$3,937,500
$3,937,500
$1,181,250
$767,813
$5,900,000
North LS_2 (~30L/s)
1
Items
$600,000
$600,000
$180,000
$117,000
$900,000
North LS_3 (~115L/s)
1
Items
$2,300,000
$2,300,000
$690,000
$448,500
$3,450,000
Twinned 150mm Forcemain
707
Metres
$350
$247,433
$74,230
$48,249
$350,000
Twinned 250mm Forcemain
2198
Metres
$450
$989,118
$296,736
$192,878
$1,500,000
Twinned 375mm Forcemain
2313
Metres
$650
$1,503,696
$451,109
$293,221
$2,250,000
West Service Region Figure 4.62
North Service Region Sub-Total:
$3,126,000
$24,000,000
Metres
$310
$226,605
$67,981
$44,188
$350,000
250mm Gravity Sewer
260
Metres
$320
$83,187
$24,956
$16,222
$100,000
300mm Gravity Sewer
256
Metres
$350
$89,607
$26,882
$17,473
$150,000
375mm Gravity Sewer
793
Metres
$400
$317,347
$95,204
$61,883
$450,000
450mm Gravity Sewer
1833
Metres
$480
$879,643
$263,893
$171,530
$1,300,000
525mm Gravity Sewer
1070
Metres
$545
$582,902
$174,871
$113,666
$850,000
200mm Gravity Sewer Southwest Service Region Figure 4.62
$4,809,000
731
West Service Region Sub-Total:
$2,179,000
$654,000 $61,540
$425,000 $40,001
$3,200,000
662
Metres
$310
$205,134
250mm Gravity Sewer
464
Metres
$320
$148,600
$44,580
$28,977
$200,000
300mm Gravity Sewer
1306
Metres
$350
$457,116
$137,135
$89,138
$700,000
$300,000
450mm Gravity Sewer
1211
Metres
$480
$581,445
$174,434
$113,382
$850,000
525mm Gravity Sewer
807
Metres
$545
$439,886
$131,966
$85,778
$650,000
600mm Gravity Sewer
417
Metres
$625
$260,595
$78,178
$50,816
$400,000
Southwest LS_1 (~25L/s)
1
Items
$500,000
$500,000
$150,000
$97,500
$750,000
Twinned 150mm Forcemain
1183
Metres
$350
$414,117
$124,235
$80,753
$600,000
Southwest Service Region Sub-Total:
South Service Region Figure 4.62
$16,029,000
200mm Gravity Sewer
$3,007,000
$902,000
$586,000
$4,450,000
200mm Gravity Sewer
180
Metres
$310
$55,783
$16,735
$10,878
$100,000
250mm Gravity Sewer
526
Metres
$320
$168,316
$50,495
$32,822
$250,000
300mm Gravity Sewer
205
Metres
$350
$71,687
$21,506
$13,979
$100,000
375mm Gravity Sewer
994
Metres
$400
$397,711
$119,313
$77,554
$600,000
450mm Gravity Sewer
255
Metres
$480
$122,403
$36,721
$23,869
$200,000
525mm Gravity Sewer
776
Metres
$545
$422,752
$126,826
$82,437
$650,000
South LS_1 (~140L/s)
1
Items
$2,600,000
$2,600,000
$780,000
$507,000
$3,900,000
Twinned 250mm Forcemain
276
Metres
$450
$124,200
$37,260
$24,219
$200,000
South Service Region Sub-Total:
$3,963,000
$1,189,000
$773,000
$6,000,000
Grand Total:
$25,178,000
$7,554,000
$4,910,000
$37,650,000
Assumptions: Costs herein are comparable to other municipalities. Costs are representative of 2017. The total costs have been rounded to the nearest $50,000.
Cost Estimates for Recommended Upgrades to Sanitary Servicing System - Post-annexation Conditions Water and Wastewater Systems: 2018 and Beyond Town of Beaumont - Report FINAL Item ID
Upgrade
Items
Quantity
Units
Unit Cost
UPG 3C - 1 Figure 4.65
Upsize Pipes to 600mm Repaving Along Existing Roadways
600mm Gravity Sewer
520
Metres
$625
$324,945
$97,484
$63,364
$500,000
Pavement Rehabilitation
317
Metres
$750
$237,815
$71,345
$46,374
$350,000
UPG 3C - 2 Figure 4.65
Twin Existing 525mm Sewer with 1050mm Sewer
1050mm Gravity Sewer
3,150
Metres
$1,200
$3,780,000
$1,134,000
$737,100
$5,650,000
Total: $4,342,761
$1,302,828
$846,838
$6,500,000
Assumptions: Costs herein are comparable to other municipalities. Costs are representative of 2017. The total costs have been rounded to the nearest $50,000.
Sub-Total Contingency (30%) Engineering (15%)
Total Cost
Water and Wastewater Systems: 2018 and Beyond Town of Beaumont – Report FINAL
Appendix H Future Sanitary Servicing Concept Sizing
islengineering.com
April 2018 | APPENDIX
Recommended Sanitary Servicing Sizing - Post-annexation Conditions Water and Wastewater Systems: 2018 and Beyond Town of Beaumont - Report FINAL
PIPE DESIGN Area
Population
South
Service Area
Pipe
Industrial
Total
Residential
Commercial
Industrial
Institutional
(Persons)
(ha)
(ha)
(ha)
(ha)
(L/p/d)
m3/ha/d
m3/ha/d
m3/ha/d
Residential
Commercial
Industrial
Total
Residential
Non-Residential
RES Peak DWF
Non-RES Peak DWF
Total Peak DWF
(L/s)
(L/s)
I-I Flow Rate
Inflow Infiltration
Total Peak WWF
(L/s)
(L/s/ha)
(L/s)
(L/s)
System Type
Pipe Min. Slope Roughness
Design Flow (Qdesign / 0.86)
Actual Design Pipe Size Pipe Size
"n"
(m/m)
(L/s)
(mm)
(mm)
Pipe Size/Min. Slope Check
Full-Flow Capacity
Full-Flow Pipe Area
Full-Flow Velocity
(L/s)
(m2)
per FM (100% of Qdesign)
Design Velocity
Actual Pipe Size
Design Pipe Size
Resultant Pipe Area
Resultant Velocity
(L/s)
(L/s)
(m/s)
(mm)
(mm)
(m2)
(m/s)
Required Capacity
Required Capacity
(100% of Qdesign)
(m/s)
Design Q Capacity Check
0
0
0
29
29
360
18
18
18
0.00
0.00
6.04
6.04
4.50
3.00
0.00
18.11
18.11
0.28
8.11
26.23
Gravity
0.013
0.0028
30.5
247.1
250
OK
31.47
0.049
0.64
OK
-
-
-
-
-
-
-
FUT Pipe_2 FUT Pipe_6 FUT Pipe_7 FUT Pipe_8 FUT Pipe_9 FUT Pipe_10
BUILD-OUT Catch_21A, BUILD-OUT Catch_21B BUILD-OUT Catch_19B BUILD-OUT Catch_19D BUILD-OUT Catch_19B, BUILD-OUT Catch_19D BUILD-OUT Catch_20B BUILD-OUT Catch_19B, BUILD-OUT Catch_19D, BUILD-OUT Catch_20B BUILD-OUT Catch_21A, BUILD-OUT Catch_21B, BUILD-OUT Catch_19B, BUILDOUT Catch_19D, BUILD-OUT Catch_20B BUILD-OUT Catch_21A, BUILD-OUT Catch_21B, BUILD-OUT Catch_19B, BUILDOUT Catch_19D, BUILD-OUT Catch_20B, BUILD-OUT Catch_20A BUILD-OUT Catch_21A, BUILD-OUT Catch_21B, BUILD-OUT Catch_19B, BUILDOUT Catch_19D, BUILD-OUT Catch_20B, BUILD-OUT Catch_20A
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
58 16 20 36 31 67
58 16 20 36 31 67
360 360 360 360 360 360
18 18 18 18 18 18
18 18 18 18 18 18
18 18 18 18 18 18
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
12.14 3.34 4.17 7.51 6.38 13.89
12.14 3.34 4.17 7.51 6.38 13.89
4.50 4.50 4.50 4.50 4.50 4.50
3.00 3.00 3.00 3.00 3.00 3.00
0.00 0.00 0.00 0.00 0.00 0.00
36.43 10.01 12.52 22.53 19.13 41.66
36.43 10.01 12.52 22.53 19.13 41.66
0.28 0.28 0.28 0.28 0.28 0.28
16.32 4.49 5.61 10.09 8.57 18.66
52.74 14.50 18.13 32.63 27.70 60.33
Gravity Gravity Gravity Gravity Gravity Gravity
0.013 0.013 0.013 0.013 0.013 0.013
0.0015 0.004 0.0028 0.0022 0.0022 0.0015
61.3 16.9 21.1 37.9 32.2 70.1
361.0 185.0 215.1 280.6 263.9 379.6
375 200 250 300 300 450
OK OK OK OK OK OK
67.91 20.74 31.47 45.36 45.36 110.42
0.110 0.031 0.049 0.071 0.071 0.159
0.61 0.66 0.64 0.64 0.64 0.69
OK OK OK OK OK OK
-
-
-
-
-
-
-
0
0
0
125
125
360
18
18
18
0.00
0.00
26.03
26.03
4.50
3.00
0.00
78.09
78.09
0.28
34.98
113.07
Gravity
0.013
0.0015
131.5
480.4
525
OK
166.56
0.216
0.77
OK
-
-
-
-
-
-
-
0
0
0
152
152
360
18
18
18
0.00
0.00
31.62
31.62
4.50
3.00
0.00
94.85
94.85
0.28
42.49
137.34
Gravity
0.013
0.0015
159.7
516.8
525
OK
166.56
0.216
0.77
OK
-
-
-
-
-
-
-
0
0
0
152
152
360
18
18
18
0.00
0.00
31.62
31.62
4.50
3.00
0.00
94.85
94.85
0.28
42.49
137.34
Forcemain
0.013
0.004
-
-
-
-
-
-
-
-
137.34
68.67
1.5
241.4
250
0.049
1.40
FUT Pipe_11
BUILD-OUT Catch_19C
0
0
0
11
11
360
18
18
18
0.00
0.00
2.23
2.23
4.50
3.00
0.00
6.68
6.68
0.28
2.99
9.67
Gravity
0.013
0.004
11.2
159.0
200
OK
20.74
0.031
0.66
OK
-
-
-
-
-
-
-
FUT Pipe_12 FUT Pipe_13 FUT Pipe_14 FUT Pipe_15
BUILD-OUT Catch_19C, BUILD-OUT Catch_18B BUILD-OUT Catch_19C, BUILD-OUT Catch_18B BUILD-OUT Catch_19C, BUILD-OUT Catch_18B, BUILD-OUT Catch_19A BUILD-OUT Catch_18A BUILD-OUT Catch_19C, BUILD-OUT Catch_18B, BUILD-OUT Catch_19A, BUILDOUT Catch_18A BUILD-OUT Catch_17D BUILD-OUT Catch_17D, BUILD-OUT Catch_17B BUILD-OUT Catch_17D, BUILD-OUT Catch_17B, BUILD-OUT Catch_19C, BUILDOUT Catch_18B, BUILD-OUT Catch_19A, BUILD-OUT Catch_18A BUILD-OUT Catch_17D, BUILD-OUT Catch_17B, BUILD-OUT Catch_19C, BUILDOUT Catch_18B, BUILD-OUT Catch_19A, BUILD-OUT Catch_18A, BUILD-OUT Catch_15D BUILD-OUT Catch_15B BUILD-OUT Catch_15B, BUILD-OUT Catch_15C, BUILD-OUT Catch_13C BUILD-OUT Catch_17D, BUILD-OUT Catch_17B, BUILD-OUT Catch_19C, BUILDOUT Catch_18B, BUILD-OUT Catch_19A, BUILD-OUT Catch_18A, BUILD-OUT Catch_15D, BUILD-OUT Catch_15B, BUILD-OUT Catch_15C, BUILD-OUT Catch_13C BUILD-OUT Catch_16B BUILD-OUT Catch_16B, BUILD-OUT Catch_16C BUILD-OUT Catch_16B, BUILD-OUT Catch_16C, BUILD-OUT Catch_17C BUILD-OUT Catch_16A BUILD-OUT Catch_16B, BUILD-OUT Catch_16A, BUILD-OUT Catch_16C, BUILDOUT Catch_17C BUILD-OUT Catch_16B, BUILD-OUT Catch_16A, BUILD-OUT Catch_16C, BUILDOUT Catch_17C, BUILD-OUT Catch_17A BUILD-OUT Catch_16B, BUILD-OUT Catch_16A, BUILD-OUT Catch_16C, BUILDOUT Catch_17C, BUILD-OUT Catch_17A, BUILD-OUT Catch_15A BUILD-OUT Catch_14C BUILD-OUT Catch_16B, BUILD-OUT Catch_16A, BUILD-OUT Catch_16C, BUILDOUT Catch_17C, BUILD-OUT Catch_17A, BUILD-OUT Catch_15A, BUILD-OUT Catch_14C BUILD-OUT Catch_12B BUILD-OUT Catch_13B BUILD-OUT Catch_16B, BUILD-OUT Catch_16A, BUILD-OUT Catch_16C, BUILDOUT Catch_17C, BUILD-OUT Catch_17A, BUILD-OUT Catch_15A, BUILD-OUT Catch_12B, BUILD-OUT Catch_13B BUILD-OUT Catch_13A BUILD-OUT Catch_12A BUILD-OUT Catch_14B BUILD-OUT Catch_14B, BUILD-OUT Catch_14A BUILD-OUT Catch_7B BUILD-OUT Catch_7C BUILD-OUT Catch_9 BUILD-OUT Catch_9, BUILD-OUT Catch_8B BUILD-OUT Catch_8A BUILD-OUT Catch_9, BUILD-OUT Catch_8B, BUILD-OUT Catch_8A BUILD-OUT Catch_4B BUILD-OUT Catch_4A BUILD-OUT Catch_4B, BUILD-OUT Catch_4A BUILD-OUT Catch_4B, BUILD-OUT Catch_4A, BUILD-OUT Catch_3B BUILD-OUT Catch_9, BUILD-OUT Catch_8B, BUILD-OUT Catch_8A, BUILD-OUT Catch_4B, BUILD-OUT Catch_4A, BUILD-OUT Catch_3B BUILD-OUT Catch_9, BUILD-OUT Catch_8B, BUILD-OUT Catch_8A, BUILD-OUT Catch_4B, BUILD-OUT Catch_4A, BUILD-OUT Catch_3B, BUILD-OUT Catch_3A, BUILD-OUT Catch_2C BUILD-OUT Catch_2B BUILD-OUT Catch_9, BUILD-OUT Catch_8B, BUILD-OUT Catch_8A, BUILD-OUT Catch_4B, BUILD-OUT Catch_4A, BUILD-OUT Catch_3B, BUILD-OUT Catch_3A, BUILD-OUT Catch_2C, BUILD-OUT Catch_2B
0 0 0 0
0 0 0 0
0 0 0 0
26 26 37 42
26 26 37 42
360 360 360 360
18 18 18 18
18 18 18 18
18 18 18 18
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
5.51 5.51 7.75 8.83
5.51 5.51 7.75 8.83
4.50 4.50 4.50 4.50
3.00 3.00 3.00 3.00
0.00 0.00 0.00 0.00
16.54 16.54 23.26 26.48
16.54 16.54 23.26 26.48
0.28 0.28 0.28 0.28
7.41 7.41 10.42 11.86
23.94 23.94 33.67 38.34
Forcemain Gravity Gravity Gravity
0.013 0.013 0.013 0.013
0.004 0.0028 0.0022 0.0022
27.8 39.2 44.6
238.8 283.9 298.1
250 300 300
OK OK OK
31.47 45.36 45.36
0.049 0.071 0.071
0.64 0.64 0.64
OK OK OK
23.94 -
11.97 -
1.5 -
100.8 -
150 -
0.018 -
0.68 -
0
0
0
80
80
360
18
18
18
0.00
0.00
16.58
16.58
4.50
3.00
0.00
49.73
49.73
0.28
22.28
72.02
Gravity
0.013
0.0015
83.7
405.7
450
OK
110.42
0.159
0.69
OK
-
-
-
-
-
-
-
0 879
0 14
0 0
18 18
18 32
360 360
18 18
18 18
18 18
0.00 3.66
0.00 0.00
3.79 3.79
3.79 7.45
4.50 3.84
3.00 3.00
0.00 14.05
11.36 11.36
11.36 25.42
0.28 0.28
5.09 9.02
16.45 34.43
Gravity Gravity
0.013 0.013
0.004 0.0022
19.1 40.0
194.0 286.3
200 300
OK OK
20.74 45.36
0.031 0.071
0.66 0.64
OK OK
-
-
-
-
-
-
-
879
14
0
98
112
360
18
18
18
3.66
0.00
20.37
24.03
3.84
3.00
14.05
61.10
75.15
0.28
31.30
106.45
Gravity
0.013
0.0015
123.8
469.7
525
OK
166.56
0.216
0.77
OK
-
-
-
-
-
-
-
1,176
19
0
98
117
360
18
18
18
4.90
0.00
20.37
25.27
3.75
3.00
18.40
61.10
79.50
0.28
32.62
112.12
Gravity
0.013
0.0015
130.4
478.9
525
OK
166.56
0.216
0.77
OK
-
-
-
-
-
-
-
3,179 3,179
51 51
0 2
0 0
51 52
360 360
18 18
18 18
18 18
13.24 13.24
0.00 0.37
0.00 0.00
13.24 13.62
3.42 3.42
3.00 3.00
45.31 45.31
0.00 1.12
45.31 46.43
0.28 0.28
14.19 14.69
59.50 61.13
Gravity Gravity
0.013 0.013
0.0015 0.0015
69.2 71.1
377.6 381.5
450 450
OK OK
110.42 110.42
0.159 0.159
0.69 0.69
OK OK
-
-
-
-
-
-
-
4,355
69
2
98
169
360
18
18
18
18.15
0.37
20.37
38.89
3.30
3.00
59.88
62.22
122.11
0.28
47.32
169.42
Gravity
0.013
0.0015
197.0
559.1
600
OK
237.81
0.283
0.84
OK
-
-
-
-
-
-
-
0 0 0 1,941
0 0 0 31
16 16 16 0
0 12 23 0
16 28 38 31
360 360 360 360
18 18 18 18
18 18 18 18
18 18 18 18
0.00 0.00 0.00 8.09
3.30 3.30 3.30 0.00
0.00 2.48 4.70 0.00
3.30 5.78 8.00 8.09
4.50 4.50 4.50 3.60
3.00 3.00 3.00 3.00
0.00 0.00 0.00 29.08
9.89 17.33 23.99 0.00
9.89 17.33 23.99 29.08
0.28 0.28 0.28 0.28
4.43 7.76 10.75 8.66
14.32 25.10 34.74 37.75
Gravity Gravity Gravity Gravity
0.013 0.013 0.013 0.013
0.004 0.0028 0.0022 0.0022
16.7 29.2 40.4 43.9
184.2 243.0 287.2 296.3
200 250 300 300
OK OK OK OK
20.74 31.47 45.36 45.36
0.031 0.049 0.071 0.071
0.66 0.64 0.64 0.64
OK OK OK OK
-
-
-
-
-
-
-
1,941
31
16
23
69
360
18
18
18
8.09
3.30
4.70
16.08
3.60
3.00
29.08
23.99
53.07
0.28
19.41
72.48
Gravity
0.013
0.0015
84.3
406.7
450
OK
110.42
0.159
0.69
OK
-
-
-
-
-
-
-
3,007
48
16
23
86
360
18
18
18
12.53
3.30
4.70
20.53
3.44
3.00
43.12
23.99
67.11
0.28
24.17
91.28
Gravity
0.013
0.0015
106.1
443.4
450
OK
110.42
0.159
0.69
OK
-
-
-
-
-
-
-
3,007
48
20
23
90
360
18
18
18
12.53
4.16
4.70
21.38
3.44
3.00
43.12
26.57
69.69
0.28
25.33
95.01
Gravity
0.013
0.0015
110.5
450.1
525
OK
166.56
0.216
0.77
OK
-
-
-
-
-
-
-
0
0
4
0
4
360
18
18
18
0.00
0.86
0.00
0.86
4.50
3.00
0.00
2.58
2.58
0.28
1.15
3.73
Gravity
0.013
0.004
4.3
111.2
200
OK
20.74
0.031
0.66
OK
3,007
48
24
23
95
360
18
18
18
12.53
5.01
4.70
22.24
3.44
3.00
43.12
29.14
72.26
0.28
26.48
98.74
Gravity
0.013
0.0015
114.8
456.6
525
OK
166.56
0.216
0.77
OK
0 0
0 0
2 2
0 0
2 2
360 360
18 18
18 18
18 18
0.00 0.00
0.45 0.45
0.00 0.00
0.45 0.45
4.50 4.50
3.00 3.00
0.00 0.00
1.35 1.35
1.35 1.35
0.28 0.28
0.61 0.60
1.96 1.95
Gravity Gravity
0.013 0.013
0.004 0.004
2.3 2.3
87.3 87.2
200 200
OK OK
20.74 20.74
0.031 0.031
0.66 0.66
OK OK
-
-
-
-
-
-
-
3,007
48
28
23
99
360
18
18
18
12.53
5.91
4.70
23.14
3.44
3.00
43.12
31.84
74.96
0.28
27.69
102.65
Gravity
0.013
0.0015
119.4
463.3
525
OK
166.56
0.216
0.77
OK
-
-
-
-
-
-
-
3,611 2,885 2,748 3,561 0 0 3,909 6,394 0 6,394 3,110 855 3,965 6,579
58 46 44 57 0 0 62 102 0 102 50 14 63 105
0 0 0 0 0 15 0 0 19 19 0 0 0 0
0 0 0 0 12 0 0 0 0 0 0 0 0 0
58 46 44 57 12 15 62 102 19 121 50 14 63 105
360 360 360 360 360 360 360 360 360 360 360 360 360 360
18 18 18 18 18 18 18 18 18 18 18 18 18 18
18 18 18 18 18 18 18 18 18 18 18 18 18 18
18 18 18 18 18 18 18 18 18 18 18 18 18 18
15.05 12.02 11.45 14.84 0.00 0.00 16.29 26.64 0.00 26.64 12.96 3.56 16.52 27.41
0.00 0.00 0.00 0.00 0.00 3.11 0.00 0.00 3.95 3.95 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
15.05 12.02 11.45 14.84 2.40 3.11 16.29 26.64 3.95 30.60 12.96 3.56 16.52 27.41
3.37 3.46 3.47 3.38 4.50 4.50 3.34 3.14 4.50 3.14 3.43 3.84 3.34 3.13
3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00
50.75 41.56 39.79 50.13 0.00 0.00 54.44 83.77 0.00 83.77 44.44 13.68 55.12 85.87
0.00 0.00 0.00 0.00 7.20 9.33 0.00 0.00 11.86 11.86 0.00 0.00 0.00 0.00
50.75 41.56 39.79 50.13 7.20 9.33 54.44 83.77 11.86 95.63 44.44 13.68 55.12 85.87
0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28
16.12 12.88 12.27 15.90 3.23 4.18 17.45 28.54 5.31 33.86 13.89 3.81 17.70 29.37
66.87 54.44 52.06 66.03 10.43 13.52 71.89 112.32 17.18 129.49 58.32 17.50 72.82 115.25
Gravity Gravity Gravity Gravity Gravity Gravity Gravity Gravity Gravity Gravity Gravity Gravity Gravity Gravity
0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013
0.0015 0.0015 0.0015 0.0015 0.004 0.004 0.0015 0.0015 0.004 0.0015 0.0015 0.004 0.0015 0.0015
77.8 63.3 60.5 76.8 12.1 15.7 83.6 130.6 20.0 150.6 67.8 20.3 84.7 134.0
394.5 365.2 359.2 392.7 163.5 180.2 405.4 479.2 197.2 505.5 374.8 198.6 407.4 483.9
450 375 375 450 200 200 450 525 200 525 375 200 450 525
OK OK OK OK OK OK OK OK OK OK OK OK OK OK
110.42 67.91 67.91 110.42 20.74 20.74 110.42 166.56 20.74 166.56 67.91 20.74 110.42 166.56
0.159 0.110 0.110 0.159 0.031 0.031 0.159 0.216 0.031 0.216 0.110 0.031 0.159 0.216
0.69 0.61 0.61 0.69 0.66 0.66 0.69 0.77 0.66 0.77 0.61 0.66 0.69 0.77
OK OK OK OK OK OK OK OK OK OK OK OK OK OK
-
-
-
-
-
-
-
12,973
207
19
0
226
360
18
18
18
54.05
3.95
0.00
58.01
2.84
3.00
153.61
11.86
165.47
0.28
63.23
228.70
Gravity
0.013
0.0015
265.9
625.7
675
OK
325.56
0.358
0.91
OK
-
-
-
-
-
-
-
12,973
207
43
0
250
360
18
18
18
54.05
8.94
0.00
63.00
2.84
3.00
153.61
26.82
180.43
0.28
69.93
250.36
Forcemain
0.013
0.004
-
-
-
-
-
-
-
-
250.3621227
125.1810614
1.5
325.9708
375
0.11044662 1.133407841
1,312
21
0
0
21
360
18
18
18
5.47
0.00
0.00
5.47
3.72
3.00
20.34
0.00
20.34
0.28
5.86
26.20
Forcemain
0.013
0.0015
-
-
-
-
-
-
-
-
26.20227876
13.10113938
1.5
105.4542
150
0.01767146 0.741372833
14,285
228
43
0
271
360
18
18
18
59.52
8.94
0.00
68.46
2.80
3.00
166.64
26.82
193.46
0.28
75.79
269.25
Gravity
0.013
0.0015
313.1
665.2
675
OK
325.56
0.358
0.91
OK
-
-
-
-
-
-
-
15,791
252
43
0
295
360
18
18
18
65.80
8.94
0.00
74.74
2.76
3.00
181.32
26.82
208.14
0.28
82.51
290.65
Gravity
0.013
0.0015
338.0
684.5
750
OK
431.17
0.442
0.98
OK
-
-
-
-
-
-
-
746
12
0
0
12
360
18
18
18
3.11
0.00
0.00
3.11
3.88
3.00
12.06
0.00
12.06
0.28
3.33
15.39
Gravity
0.013
0.004
17.9
189.2
200
OK
20.74
0.031
0.66
OK
-
-
-
-
-
-
-
16,537
264
43
0
307
360
18
18
18
68.90
8.94
0.00
77.85
2.74
3.00
188.49
26.82
215.32
0.28
85.84
301.16
Gravity
0.013
0.0015
350.2
693.7
750
OK
431.17
0.442
0.98
OK
-
-
-
-
-
-
-
1,867
30
0
0
30
360
18
18
18
7.78
0.00
0.00
7.78
3.61
3.00
28.07
0.00
28.07
0.28
8.33
36.40
Gravity
0.013
0.0015
42.3
314.1
375
OK
67.91
0.110
0.61
OK
-
-
-
-
-
-
-
6,213
99
4
0
103
360
18
18
18
25.89
0.76
0.00
26.65
3.16
3.00
81.70
2.29
84.00
0.28
28.76
112.76
Forcemain
0.013
0.0015
-
-
-
-
-
-
-
-
112.7571124
56.37855619
1.5
218.7592
250
26,239
418
47
0
465
360
18
18
18
109.33
9.70
0.00
119.04
2.53
3.00
277.12
29.11
306.23
0.28
130.18
436.42
Gravity
0.013
0.0015
507.5
797.2
900
OK
701.13
0.636
1.10
OK
-
-
-
-
-
-
-
3,328
53
0
0
53
360
18
18
18
13.87
0.00
0.00
13.87
3.40
3.00
47.20
0.00
47.20
0.28
14.86
62.06
Gravity
0.013
0.0015
72.2
383.7
450
OK
110.42
0.159
0.69
OK
-
-
-
-
-
-
-
29,568
471
51
0
522
360
18
18
18
123.20
10.60
0.00
133.79
2.48
3.00
305.95
31.79
337.74
0.28
146.24
483.98
Gravity
0.013
0.0015
562.8
828.8
900
OK
701.13
0.636
1.10
OK
-
-
-
-
-
-
-
33,133
528
51
0
579
360
18
18
18
138.05
10.60
0.00
148.65
2.43
3.00
336.16
31.79
367.95
0.28
162.16
530.10
Gravity
0.013
0.0015
616.4
857.6
900
OK
701.13
0.636
1.10
OK
-
-
-
-
-
-
-
0 3,634
0 58
3 3
0 0
3 61
360 360
18 18
18 18
18 18
0.00 15.14
0.72 0.72
0.00 0.00
0.72 15.86
4.50 3.37
3.00 3.00
0.00 51.03
2.15 2.15
2.15 53.18
0.28 0.28
0.96 17.19
3.11 70.36
Gravity Gravity
0.013 0.013
0.004 0.0015
3.6 81.8
103.9 402.2
200 450
OK OK
20.74 110.42
0.031 0.159
0.66 0.69
OK OK
-
-
-
-
-
-
-
36,767
586
54
0
641
360
18
18
18
153.19
11.31
0.00
164.51
2.39
3.00
366.31
33.94
400.25
0.28
179.34
579.59
Gravity
0.013
0.0015
673.9
886.8
900
OK
701.13
0.636
1.1021075
OK
-
-
-
-
-
-
-
FUT Pipe_5
FUT Pipe_16 Southwest
Commercial
Peaking Factors
BUILD-OUT Catch_21A
FUT Pipe_4
FUT Pipe_17 FUT Pipe_18 FUT Pipe_19 FUT Pipe_20 FUT Pipe_21 FUT Pipe_22 FUT Pipe_23 FUT Pipe_24 FUT Pipe_25 FUT Pipe_26 FUT Pipe_27 FUT Pipe_28 FUT Pipe_29 FUT Pipe_30
West
Residential Residential
Average DWF (L/s)
FUT Pipe_1
FUT Pipe_3
FUT Pipe_31 FUT Pipe_32 FUT Pipe_33 FUT Pipe_34 FUT Pipe_35 FUT Pipe_36 FUT Pipe_37 FUT Pipe_38 FUT Pipe_39 FUT Pipe_40 FUT Pipe_41 FUT Pipe_42 FUT Pipe_43 FUT Pipe_44 FUT Pipe_45 FUT Pipe_46 FUT Pipe_47 FUT Pipe_48 FUT Pipe_49 FUT Pipe_50 FUT Pipe_51 FUT Pipe_52 FUT Pipe_53
FUT Pipe_54 FUT Pipe_55 FUT Pipe_56 North
Contributing Service Area
DWF Rate
FORCEMAIN DESIGN (TWIN PIPES)
FUT Pipe_57 FUT Pipe_58
FUT Pipe_61
FUT Pipe_62
FUT Pipe_63
FUT Pipe_64
FUT Pipe_65 FUT Pipe_66
FUT Pipe_67
BUILD-OUT Catch_9, BUILD-OUT Catch_8B, BUILD-OUT Catch_8A, BUILD-OUT Catch_4B, BUILD-OUT Catch_4A, BUILD-OUT Catch_3B, BUILD-OUT Catch_3A, BUILD-OUT Catch_2C, BUILD-OUT Catch_2B, BUILD-OUT Catch_7A BUILD-OUT Catch_1B BUILD-OUT Catch_9, BUILD-OUT Catch_8B, BUILD-OUT Catch_8A, BUILD-OUT Catch_4B, BUILD-OUT Catch_4A, BUILD-OUT Catch_3B, BUILD-OUT Catch_3A, BUILD-OUT Catch_2C, BUILD-OUT Catch_2B, BUILD-OUT Catch_7A, BUILD-OUT Catch_1B BUILD-OUT Catch_2A BUILD-OUT Catch_2A, BUILD-OUT Catch_2D, BUILD-OUT Catch_1A, BUILD-OUT Catch_6A, BUILD-OUT Catch_5A BUILD-OUT Catch_9, BUILD-OUT Catch_8B, BUILD-OUT Catch_8A, BUILD-OUT Catch_4B, BUILD-OUT Catch_4A, BUILD-OUT Catch_3B, BUILD-OUT Catch_3A, BUILD-OUT Catch_2C, BUILD-OUT Catch_2B, BUILD-OUT Catch_7A, BUILD-OUT Catch_1B, BUILD-OUT Catch_2A, BUILD-OUT Catch_1A, BUILD-OUT Catch_6B BUILD-OUT Catch_5B BUILD-OUT Catch_9, BUILD-OUT Catch_8B, BUILD-OUT Catch_8A, BUILD-OUT Catch_4B, BUILD-OUT Catch_4A, BUILD-OUT Catch_3B, BUILD-OUT Catch_3A, BUILD-OUT Catch_2C, BUILD-OUT Catch_2B, BUILD-OUT Catch_7A, BUILD-OUT Catch_1B, BUILD-OUT Catch_2A, BUILD-OUT Catch_1A, BUILD-OUT Catch_5A, BUILD-OUT Catch_6A, BUILD-OUT Catch_6B, BUILD-OUT Catch_5B, BUILD-OUT Catch_11B BUILD-OUT Catch_9, BUILD-OUT Catch_8B, BUILD-OUT Catch_8A, BUILD-OUT Catch_4B, BUILD-OUT Catch_4A, BUILD-OUT Catch_3B, BUILD-OUT Catch_3A, BUILD-OUT Catch_2C, BUILD-OUT Catch_2B, BUILD-OUT Catch_7A, BUILD-OUT Catch_1B, BUILD-OUT Catch_2A, BUILD-OUT Catch_1A, BUILD-OUT Catch_5A, BUILD-OUT Catch_6A, BUILD-OUT Catch_6B, BUILD-OUT Catch_5B, BUILD-OUT Catch_11B, BUILD-OUT Catch_11A BUILD-OUT Catch_10A BUILD-OUT Catch_10A, BUILD-OUT Catch_10B BUILD-OUT Catch_9, BUILD-OUT Catch_8B, BUILD-OUT Catch_8A, BUILD-OUT Catch_4B, BUILD-OUT Catch_4A, BUILD-OUT Catch_3B, BUILD-OUT Catch_3A, BUILD-OUT Catch_2C, BUILD-OUT Catch_2B, BUILD-OUT Catch_7A, BUILD-OUT Catch_1B, BUILD-OUT Catch_2A, BUILD-OUT Catch_1A, BUILD-OUT Catch_5A, BUILD-OUT Catch_6A, BUILD-OUT Catch_6B, BUILD-OUT Catch_5B, BUILD-OUT Catch_11B, BUILD-OUT Catch_11A, BUILD-OUT Catch_10A, BUILD-OUT Catch_10B
0.04908739 1.148534515
Water and Wastewater Systems: 2018 and Beyond Town of Beaumont – Report FINAL
Appendix I Future System Assessments – Longitudinal Profiles
islengineering.com
April 2018 | APPENDIX
Legend Manhole
LP 4.2
Legal
LP 5.1
Study Area
LP 5.2
Longitudinal Profile ID
LP 6.1 LP 6.2
LP 1.1 LP 7.1 LP 1.2 LP 8.1 LP 1.3 LP 8.2
60 AVE 61 ST
BOUCHARD ST
REICHERT DR
LP 11.2 LP 3.1 LP 11.3 LP 3.2 LP 11.4 LP 3.3
LP 12.2 LP 4.1
LP 8.1 LP 8.4 LP 8.3
36 ST
49 AVE
43 ST
4. 1
45 AVE
1:24,000 0
LP 3.1
42 ST
53 S T 52 S T
LP 1
LP 11.3
42 AVE
LP 11.2
CAILLOU BAY
32 AVE
.4 LP 11
LP 10.1
LP 14.1
T
LP 9.1
LP 13.1
52 AVE
40 S
LP 6.2
66 ST
LP 3.5
53 AVE
LP 3. 2
30 AVE
LP 12.1 LP 3.4
LP 12.2
3. 3 64 ST
LP 2.5
LP 12.1 56 AVE
LP 7.1
35 AVE
LP 10.1 LP 2.4
CHAMPLAIN DR
44 ST
N O
LP 5.2 LP 5.1
PARC ST
M
LP 9.1 LP 2.3
LP 11.1
ST
56 ST
LE G EA
T
LP 6.1
63 ST
64 ST
LP 3.5 LP 3.4
65 ST
LP 1.1 LP 1.2
66 ST
LP 1.3
67 ST
LP 1.4
LP 8.4 LP 2.2
LP 2.1
LP 2.5 59 AVE
LP 8.3 LP 2.1
LP 2.2
MASELENE ST
LP 2.3 .1 LP 4.2 LP 4
LP 2.4
LP 1.4
LP
Date: 11/27/2017 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Figure # - Longitudinal Profile Key Plan - Future.mxd
ยน
FIGURE I-1
TR IO MP
LP 11.1
100
200
400
600
Meters 800
HE BL VD
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS LONGITUDINAL PROFILE KEY PLAN
FIGURE I-2 LP 1.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-2 - LP 1.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 1.1 LP 1.2
1 $
SERTS Lift Station
1:30,000 0
125
250
500
750
Meters 1,000
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 1.1
FIGURE I-3 LP 1.2 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-3 - LP 1.2.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 1.1 LP 1.2
1 $
SERTS Lift Station
1:30,000 0
125
250
500
750
Meters 1,000
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 1.2
FIGURE I-4 LP 1.3 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-4 - LP 1.3.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 1.3 LP 1.4
1:55,000 0
225
450
900
1,350
Meters 1,800
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 1.3
Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
FIGURE I-5 LP 1.4 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-5 - LP 1.4.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 1.3 LP 1.4
1:55,000 0
225
450
900
1,350
Meters 1,800
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 1.4
Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
FIGURE I-6 LP 2.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP 2
REICHERT DR
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Figure I-6 - LP 2.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
.1
1:10,000 0
62.5
125
250
375
Meters 500
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 2.1
FIGURE I-7 LP 2.2 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP ROSEMOUNT BLVD
2. 2
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-7 - LP 2.2.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:7,500 0
37.5
75
150
225
Meters 300
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 2.2
FIGURE I-8 LP 2.3 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
BOUCHARD ST
MASELENE ST
LP 2.3 .1 LP 4.2 LP 4
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-8 - LP 2.3.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 5.2
57 AVE
1:25,000 0
125
250
500
750
Meters 1,000
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 2.3
FIGURE I-9 LP 2.4 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
MASELENE ST
64 AVE
LP 2.4
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-9 - LP 2.4.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 2.5 60 AVE
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 2.4
FIGURE I-10 LP 2.5 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
61 AVE
63 ST
LP 2.5
.4
64 ST
3 LP
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-10 - LP 2.5.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 2.5
FIGURE I-11 LP 3.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
47 AVE
45 AVE
47 ST
48 ST
43 AVE
LP 3.1
LP 13.1
LP 11.3 LP 11.2
44 ST
42 AVE
45 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-11 - LP 3.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:10,000 0
37.5
75
150
225
Meters 300
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 3.1
FIGURE I-12 LP 3.2 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
PL AU RU IS SE
51
ST
52 S T
53 S T
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-12 - LP 3.2.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 3 .2 LP 11.3
1:8,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 3.2
FIGURE I-13 LP 3.3 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP 6.1
LP 3.5
LP 6.2
56 ST
2 LP 12.
LP 7.1
LP
48 AVE
LP 3.2
.3 LP 11
LP 9.1
3. 3
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-13 - LP 3.3.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:15,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 3.3
FIGURE I-14 LP 3.4 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
64 ST
LP 3.4 LP 3.5
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-14 - LP 3.4.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 3.4
FIGURE I-15 LP 3.5 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
64 ST
LP 3.4 LP 3.5
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-15 - LP 3.5.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 3.5
FIGURE I-16 LP 4.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
MONTALET ST
LP 4.1
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-16 - LP 4.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:5,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 4.1
FIGURE I-17 LP 4.2 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP 4.2
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-17 - LP 4.2.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:5,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 4.2
FIGURE I-18 LP 5.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-18 - LP 5.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 5.1 57 AVE
LP 1 2
.2
1:5,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 5.1
FIGURE I-19 LP 5.2 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP 5.2 LP 5.1
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-19 - LP 5.2.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:6,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 5.2
FIGURE I-20 LP 6.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP 6.1
LP 7.1
.2 LP 12
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-20 - LP 6.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:7,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 6.1
FIGURE I-21 LP 6.2 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
56 ST
LP 8.4 LP 6.2
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-21 - LP 6.2.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 1
4. 1
LP 3.3 1:10,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 6.2
FIGURE I-22 LP 7.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP 6.1
LP 3.4
LP 7.1
LP 3.3
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-22 - LP 7.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:9,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 7.1
FIGURE I-23 LP 8.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-23 - LP 8.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 8.1 1:5,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 8.1
FIGURE I-24 Legend
LP 8.2 - Maximum HGL Profile - Future Conditions
Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
49 ST
50 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-24 - LP 8.2.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 8.2 LP 8.3
1:6,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 8.2
FIGURE I-25 Legend
LP 8.3 - Maximum HGL Profile - Future Conditions
Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
49 ST
50 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-25 - LP 8.3.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 8.2 LP 8.3
1:6,000 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 8.3
FIGURE I-26 LP 8.4 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
56 ST
50 ST
LP 6.2 50 AVE
LP 8.4 48 AVE
4. 1 AU
PL
LP 1
RU IS SE
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-26 - LP 8.4.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:10,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 8.4
FIGURE I-27 LP 9.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
3
35 AVE
32 AVE
LP 10.1
64 ST
65 ST
66 ST
LP 9.1
LP 3 .
67 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-27 - LP 9.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
30 AVE
1:15,000 0
75
150
300
450
Meters 600
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 9.1
FIGURE I-28 LP 10.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP 10.1
60 ST
LP 9.1
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-28 - LP 10.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
32 AVE
30 AVE
1:10,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 10.1
FIGURE I-29 LP 11.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
. LP 3 44 ST
42 ST
1
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-29 - LP 11.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
TR IO MP
HE BL VD
LP 11.1
1:12,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 11.1
FIGURE I-30 LP 11.2 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
42 AVE
LP 11.2
LAKELAND BLVD
45 ST
LP 13.1
44 ST
LP 3.1
LP 11.4
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-30 - LP 11.2.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
32 AVE
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 11.2
FIGURE I-31 LP 11.3 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP 8.2
4. 1 53 S T
LP 1
LP 3.3
52 S T
LP 6.2
LP 8.4 48 AVE
40 A V
LP 3 .2
3. LP
1
E
LP 11.3
CAILLOU BAY PARC ST
60 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-31 - LP 11.3.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
SOLEIL BLVD
1:18,000 0
75
150
300
450
Meters 600
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 11.3
FIGURE I-32 LP 11.4 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP 11.2 LP 11.4
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-32 - LP 11.4.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:3,500 0
15
30
60
90
Meters 120
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 11.4
FIGURE I-33 LP 12.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
56 AVE
LP 12.1 55 AVE
52 AVE
49 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-33 - LP 12.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 8.1
1:12,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 12.1
FIGURE I-34 LP 12.2 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
.2 LP 12
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-34 - LP 12.2.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:7,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 12.2
FIGURE I-35 LP 13.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
42 ST
45 AVE
48 ST
LP 3. 1
43 AVE
LP 13.1
44 ST
42 AVE
LP 11.1
45 ST
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-35 - LP 13.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
LP 11.2
1:10,000 0
50
100
200
300
Meters 400
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 13.1
FIGURE I-36 LP 14.1 - Maximum HGL Profile - Future Conditions
Legend Maximum Water Level (m) Pre-annex 25yr 24hr Q4 Huff Distribution Post-annex 25yr 24hr Q4 Huff Distribution
LP 8.4
4. 1
AU
PL
LP 1
RU IS SE
Date: 2018-02-13 Document: M:\26900\26900_Beaumont_Utility_Master_Plan\02_CADD\25_GIS\251_Figures\04_Sanitary System\05_Future System Analysis\LPs\Future_v2\Figure I-36 - LP 14.1.mxd
Post-annex Upgraded 25yr 24hr Q4 Huff Distribution
1:5,500 0
25
50
100
150
Meters 200
THE TOWN OF BEAUMONT WATER AND WASTEWATER SYSTEMS: 2018 AND BEYOND SANITARY COLLECTION SYSTEM FUTURE SYSTEM ANALYSIS MAXIMUM HGL PROFILE - LP 14.1
Water and Wastewater Systems: 2018 and Beyond Town of Beaumont – Report FINAL
Appendix J Blackmud/Whitemud Creek Study Area
islengineering.com
April 2018 | APPENDIX
THIS DRAWING IS FOR THE USE OF THE CLIENT AND PROJECT INDICATED - NO REPRESENTATIONS OF ANY KIND ARE MADE TO OTHER PARTIES
IF NOT 25 mm ADJUST SCALES 25 mm
T52 R27
T52 R26
T52 R25
Yekau Lake
T52 R23
T52 R22
T52 R21
T51 R24
T51 R23
T51 R22
T51 R21
ek
C
re
ud
C
B l a c k m ud
te
m
hi
T51 R25
T51 R26
W
T51 R27
Whitemud Creek Watershed Blackmud Creek Watershed Subcatchment Creek Centreline Municipal Boundary County Boundary
Strathcona County
Beaumont
k ee Co n j u
T50 R26
l lo k ree w C
T50 R25 Edmonton International Airport
City of Leduc
T50 R23
T50 R24
w a t e r C r e ek Cl e a r
T50 R21
T50 R22
Looking Back Lake
Saunders Lake
Telford Lake
Schultz Lake
T49 R27
t e m u d Cr e
ek
W
es
t
Calmar
d Creek
Cr
mu
ring
I
e C r e ek r vi n
Legend:
ck
eek Deer Cr
I
Cawes Lake
Bla
Devon
T49 R25
T49 R24
Ord Lake
T49 R23
Fort McMurray
T49 R21
Levering Lake
Grande Prairie
Leduc County
Edmonton Leduc
W
hi
T49 R26
Whit
Calgary
em ud
Lethbridge
C re ek
T48 R26
Buckinghorse Lake
T48 R25
T48 R24
T48 R23
T48 R21
T48 R22
"=
FIGURE No. 2-1 BLACKMUD/WHITEMUD CREEK WATERSHED MANAGEMENT STUDY
Wizard Lake
STUDY AREA
County of Wetaskawin No. 10 T47 R26
"=
T47 R27
T47 R25 E
T47 T47 T47 T47 R22 R24 R23 R21 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community E
W
"=
re
ek
SCALE(S) SHOWN ARE INTENDED FOR TABLOID (11X17) SIZE DRAWINGS UNLESS NOTED OTHERWISE
Edmonton
T50 R27
\\s-edm-fs-01\projects\20163785\00_Blackmud_Whitemud\Working_Dwgs\010_GIS\ArcMap\02_WaterResources\2-1_CatchmentBoundaries_ProjectArea.mxd DATE: 5/31/2017,
T52 R24
AE PROJECT No. SCALE APPROVED DATE REV DESCRIPTION
2016-3785 1:200,000 2017 JULY ISSUED FOR REPORT