VOLUME 5 OF 5
PLYMOUTH COUNTY, MASSACHUSETTS (ALL JURISDICTIONS)
COMMUNITY NAME NUMBER COMMUNITY NAME NUMBER ABINGTON, TOWN OF 250259 MARSHFIELD, TOWN OF 250273 BRIDGEWATER, TOWN OF 250260 MATTAPOISETT, TOWN OF 255214 BROCKTON, CITY OF 250261 MIDDLEBOROUGH, TOWN OF 250275 CARVER, TOWN OF 250262 NORWELL, TOWN OF 250276 DUXBURY, TOWN OF 250263 PEMBROKE, TOWN OF 250277 EAST BRIDGEWATER, TOWN OF 250264 PLYMOUTH, TOWN OF 250278 HALIFAX, TOWN OF 250265 PLYMPTON, TOWN OF 250279 HANOVER, TOWN OF 250266 ROCHESTER, TOWN OF 250280 HANSON, TOWN OF 250267 ROCKLAND, TOWN OF 250281 HINGHAM, TOWN OF 250268 SCITUATE, TOWN OF 250282 HULL, TOWN OF 250269 WAREHAM, TOWN OF 255223 KINGSTON, TOWN OF 250270 WEST BRIDGEWATER, TOWN OF 250284 LAKEVILLE, TOWN OF 250271 WHITMAN, TOWN OF 250285 MARION, TOWN OF 255213
REVISED: JULY 6, 2021 FLOOD INSURANCE STUDY NUMBER 25023CV005D Version Number 2.6.3.5
TABLE OF CONTENTS Volume 1 Page
SECTION 1.0 – INTRODUCTION 1 1.1 The National Flood Insurance Program 1 1.2 Purpose of this Flood Insurance Study Report 2 1.3 Jurisdictions Included in the Flood Insurance Study Project 2 1.4 Considerations for using this Flood Insurance Study Report 5
SECTION 2.0 – FLOODPLAIN MANAGEMENT APPLICATIONS 16 2.1 Floodplain Boundaries 16 2.2 Floodways 33 2.3 Base Flood Elevations 34 2.4 Non-Encroachment Zones 34 2.5 Coastal Flood Hazard Areas 34 2.5.1 Water Elevations and the Effects of Waves 34 2.5.2 Floodplain Boundaries and BFEs for Coastal Areas 36 2.5.3 Coastal High Hazard Areas 37 2.5.4 Limit of Moderate Wave Action 38
SECTION 3.0 – INSURANCE APPLICATIONS 39 3.1 National Flood Insurance Program Insurance Zones 39
SECTION 4.0 – AREA STUDIED 40 4.1 Basin Description 40 4.2 Principal Flood Problems 41 4.3 Non-Levee Flood Protection Measures 48 4.4 Levees 49
SECTION 5.0 – ENGINEERING METHODS 50 5.1 Hydrologic Analyses 50 5.2 Hydraulic Analyses 68
Figures Page
Figure 1: FIRM Index 7 Figure 2: FIRM Notes to Users 9 Figure 3: Map Legend for FIRM 12 Figure 4: Floodway Schematic 33 Figure 5: Wave Runup Transect Schematic 36 Figure 6: Coastal Transect Schematic 38 Figure 7: Frequency Discharge-Drainage Area Curves 65
i
Tables Page
Table 1: Listing of NFIP Jurisdictions 2 Table 2: Flooding Sources Included in this FIS Report 17 Table 3: Flood Zone Designations by Community 39 Table 4: Basin Characteristics 40 Table 5: Principal Flood Problems 41 Table 6: Historic Flooding Elevations 42 Table 7: Non-Levee Flood Protection Measures 49 Table 8: Levees 50 Table 9: Summary of Discharges 51 Table 10: Summary of Non-Coastal Stillwater Elevations 65 Table 11: Stream Gage Information used to Determine Discharges 68 Table 12: Summary of Hydrologic and Hydraulic Analyses 69
Volume 2 Page
5.3 Coastal Analyses 127 5.3.1 Total Stillwater Elevations 131 5.3.2 Waves 132 5.3.3 Coastal Erosion 133 5.3.4 Wave Hazard Analyses 133 5.4 Alluvial Fan Analyses 149
SECTION 6.0 – MAPPING METHODS 149 6.1 Vertical and Horizontal Control 149 6.2 Base Map 150 6.3 Floodplain and Floodway Delineation 151
Figures Page
Figure 8: 1% Annual Chance Total Stillwater Elevations for Coastal Areas 131 Figure 9: Transect Location Map 148
Tables Page
Table 13: Roughness Coefficients 123 Table 14: Summary of Coastal Analyses 127 Table 15: Tide Gage Analysis Specifics 132 Table 16: Coastal Transect Parameters 134 Table 17: Summary of Alluvial Fan Analyses 149 Table 18: Results of Alluvial Fan Analyses 149
ii
Table 19: Countywide Vertical Datum Conversion 150 Table 20: Stream-Based Vertical Datum Conversion 150 Table 21: Base Map Sources 150 Table 22: Summary of Topographic Elevation Data used in Mapping 152 Table 23: Floodway Data 156
Volume 3 Page
6.4 Coastal Flood Hazard Mapping 229 6.5 FIRM Revisions 240 6.5.1 Letters of Map Amendment 240 6.5.2 Letters of Map Revision Based on Fill 241 6.5.3 Letters of Map Revision 241 6.5.4 Physical Map Revisions 242 6.5.5 Contracted Restudies 243 6.5.6 Community Map History 244
SECTION 7.0 – CONTRACTED STUDIES AND COMMUNITY COORDINATION 245 7.1 Contracted Studies 247 7.2 Community Meetings 257
SECTION 8.0 – ADDITIONAL INFORMATION 265
SECTION 9.0 – BIBLIOGRAPHY AND REFERENCES 267
Tables Page
Table 24: Flood Hazard and Non-Encroachment Data for Selected Streams 229 Table 25: Summary of Coastal Transect Mapping Considerations 230 Table 26: Incorporated Letters of Map Change 242 Table 27: Community Map History 245 Table 28: Summary of Contracted Studies Included in this FIS Report 248 Table 29: Community Meetings 258 Table 30: Map Repositories 265 Table 31: Additional Information 266 Table 32: Bibliography and References 268
Volume 4 Exhibits
Flood Profiles Panel Accord Brook 01 P Beaver Brook 02-03 P
iii
Beaver Dam Brook 04 P Black Betty Brook 05 P Black Brook 06 P Black Pond Brook 07 P Bound Brook 08-09 P Branch of Eel River 10 P Crane Brook 11-23 P Crooked Meadow River 24-25 P Drinkwater River 26-27 P Drinkwater River Tributary 28-29 P Eel River (Town of Hingham) 30-32 P Eel River (Town of Plymouth) 33-34 P First Herring Brook 35-37 P French Stream 38-42 P Halls Brook 43-46 P Hannah Eames Brook 47 P Herring Brook 48-50 P Hockomock River 51-53 P Indian Brook 54-55 P Indian Head Brook 56-57 P Indian Head River 58-60 P Jones River 61-64 P Jones River Brook 65 P Longwater Brook 66 P Matfield River 67-68 P Mattapoisett River 69-71 P Meadow Brook 72-75 P Meadow Brook Tributary 76-78 P Mile Brook 79-80 P Nemasket River 81-85 P Northern Branch of Ben Mann Brook 86 P Palmer Mill Brook 87 P Plymouth River 88-92 P
Volume 5 Exhibits
Flood Profiles Panel Poor Meadow Brook 93-94 P Rocky Meadow Brook 95-96 P Salisbury Brook 97-98 P Salisbury Plain River 99-102 P Satucket River Lower Reach 103 P Satucket River Upper Reach 104 P Satuit Brook 105-106 P Sawmill Brook 107-108 P Second Herring Brook 109-111 P Shinglemill Brook 112 P Shumatuscacant River 113-119 P Shumatuscacant River – North Tributary 120 P
iv
Shumatuscacant Tributary 121 P Smelt Brook 122-124 P Snows Brook 125-126 P South Brook 127-132 P South Meadow Brook 133-135 P Stream Channel to Unnamed Tributary to 136 P Third Herring Brook Stream River 137-139 P Taunton River 140-145 P Town Brook (Town of Hingham) 146-147 P Town Brook (Town of Plymouth) 148-152 P Town River 153-156 P Tributary 1 to Stream Channel to 157 P Unnamed Tributary to Third Herring Brook Tributary 1 to Unnamed Tributary to Iron 158 P Mine Brook Tributary 2 to Stream Channel to 159 P Unnamed Tributary to Third Herring Brook Tributary 2 to Unnamed Tributary to Iron 160 P Mine Brook Tributary A 161 P Tributary A to Sawmill Brook 162 P Tributary to Meadow Brook 163 P Trout Brook 164-165 P Turkey Hill Run 166 P Unnamed Tributary 2 to Shinglemill Brook 167 P Unnamed Tributary 3 to Shinglemill Brook 168 P Weir River 169-171 P West Meadow Brook 172-175 P Weweantic River 176-179 P Willow Brook 180 P Winnetuxet River 181-185 P
Published Separately
Flood Insurance Rate Map (FIRM)
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F STREAM DISTANCE IN FEET ABOVE BELMONT STREET 101P 105 105
K
O
K
O
O
R
O
R
B
Y
B
R
100 T 100
U
T
U
T
E B
O
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E
IS
R
E
R
L
R
T
T
A
T
F
S
S
S
E
O
F
V
E
IS
O
O
C
T
R
E
R
N
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C
E
G
S
N
U
95 95 IV
E
L
E
F
U
R
L
N
IL
F
O
F
IN
N
C
O
A
O
C
L
R
P
Y
P
R
D
90 90 U
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B
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L
L
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A
)
S
8
8
D
V
A 85 85
(N
T
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F
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N
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T 80 80
A
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L
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75 75 E
G
A
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T
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, M
)
M
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T
N 70 70 G
N
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T
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IC
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0.2% ANNUAL CHANCE FLOOD D
M
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N 2% ANNUAL CHANCE FLOOD J
L
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65 L
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10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
L
E
L U V CROSS SECTION LOCATION P
A
R
60 E
D
18500 19000 19500 20000 20500 21000 21500 E
F STREAM DISTANCE IN FEET ABOVE BELMONT STREET 102P 60 60
Y
Y
D
D
U
U
T
T
T
E
55 S 55
S
E
D
R
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M
A
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H
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D
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D
A
D
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F
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F
M
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T
L
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I
50 I 50
R
P
E
M
E
M
I
L
I
L
I
L
W
F
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L
(
R
R
P
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I 45 45 D
R
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L
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U
8
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8
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D
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A 40 40
N
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I
N
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30 30 E
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,
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M
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N
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25 25 O
N
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C
I
A
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0.2% ANNUAL CHANCE FLOOD D
M
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S
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Y 1% ANNUAL CHANCE FLOOD R
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L
E
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20 L
G
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(
10% ANNUAL CHANCE FLOOD R
E C M
M STREAM BED Y
E
L
L A B D CROSS SECTION LOCATION P
A
R
15 E
D
-1000 -500 0 500 1000 E
F STREAM DISTANCE IN FEET FROM PLYMOUTH STREET 103P 65 65
Y
D
K
U
O
T
60 O 60
S
Y
R
T
D
E
D
B
U
E
E
K
T
L
R
)
I
C
S
T
A
H
A
S
D
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L
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D
B
L
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N
H
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T
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P
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R
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W
T
D
55 I 55
E
R
E
F
M
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L
C
I
O
I
L
P
N
T
E F
P
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U
M O
L
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F
L
R
N
R
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P
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D
50 50 R
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T
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L
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8
T
8
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A 45 45
N
(
T
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F
N
I
N
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T 40 40
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35 35 E
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)
M
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30 30 O
N
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C
I
A
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0.2% ANNUAL CHANCE FLOOD D
M
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S
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Y 1% ANNUAL CHANCE FLOOD R
H
C
U
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N 2% ANNUAL CHANCE FLOOD
L
E
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25 L
G
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(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A B C D E CROSS SECTION LOCATION P
A
R
20 E
D
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000 6600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE OF BLACK BROOK 104P 45 45 1% BACKWATER EFFECT FROM MASSACHUSETTS BAY
D
D
40 A 40
A
O
O
E
R
R
G
E
THIS REACH IS CONTROLLED BY WAVE EFFECTS; D
I
M
G
R
A PLEASE REFER TO THE ASSOCIATED FIRM PANEL D
I
B
D
R
T
R
FOR BASE FLOOD ELEVATIONS B
O
E
K
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V
C
F
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E 35 T 35
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L
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R
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30 30 T
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8
8
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N
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T
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F
N
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T 20 20
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L
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15 15 E
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)
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10 10 O
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C
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L
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5 L
G
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(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L A B C D E F CROSS SECTION LOCATION P
A
R
0 E
D
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 E
F STREAM DISTANCE IN FEET ABOVE FRONT STREET 105P 55 55
Y
D
D
U
A
T 50 O 50
S
R
E
L
I
D
G
E
A
D
L
I
R
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R
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D
B
T
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T
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N
O
D
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F
D
F
O
N
S
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T
45 I 45
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B
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L
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L
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F
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R
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B
R
T
P
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D
40 40 T
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S
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)
8
8
D
V
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N
(
T
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E
F
N
I
N
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T 30 30
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V
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L
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C
N
25 25 E
G
A
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T
N
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,
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S
E
T
N
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20 20 O
N
I
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T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
15 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L H I J K CROSS SECTION LOCATION P
A
R
10 E
D
7000 7500 8000 8500 9000 9500 10000 10500 11000 E
F STREAM DISTANCE IN FEET ABOVE FRONT STREET 106P 45 45 1% BACKWATER FROM TAUNTON RIVER
R
K
E
O
V
I
O
R
8
D
R
2
A
B
N
O
D
O
L
R
T
L
T
N
I
40 F 40
E
N
A
S
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E
M
U
S
8
R
E
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A
1
T
C
C
A
T
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N
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H
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D
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T
L
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A
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L
R
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S
R
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N
T
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35 35 E
E
K
W
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T
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L
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L
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P
S
F
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I
F
N
R
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C
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L
L
P
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8
8
D
V
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N
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T
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F
N
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N
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10 10 O
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C
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A
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0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
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T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
5 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A B C CROSS SECTION LOCATION P
A
R
0 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 107P 50 50
Y
D
U
45 T 45
S
D
E
L
I
A
T
E
D
F
O
S
T
I
40 40 E
K
M
L
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I
L
O
F
R
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B
R
L
L
P
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M 35 35 D
W
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L
F
)
8
8
D
V
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N
(
T
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F
N
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N
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T 25 25
A
V
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N
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G
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N
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,
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T
N
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15 15 O
N
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C
I
A
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0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
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J
N 2% ANNUAL CHANCE FLOOD
L
E
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10 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L D CROSS SECTION LOCATION P
A
R
5 E
D
6000 6500 7000 7500 8000 8500 9000 9500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 108P 14 14
TIDAL FLOODING FROM MASSACHUSETTS BAY
12 H 12
T
E E
I
R
V V
I I
W
E
R R
V
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I
D D
R
C
R
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E
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P P
S
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R
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R
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D 8 8
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8
8
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V
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T
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T 4 4
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)
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C
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A
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0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
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H
C
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N 2% ANNUAL CHANCE FLOOD
L
E
U
-2 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A B C D E F CROSS SECTION LOCATION P
A
R
-4 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH NORTH RIVER 109P 40 40
35 35
K
O
S 30 30 O
E
R
L
B
I
F
G
N
O
I
R R
R
P
E
H
D 25 25
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D
N
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L
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F
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S
8
8
D
V
A 20 20
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(
T
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R
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F
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W
N
I
N
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I
T 15 15
A
V
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L
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N
10 10 E
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5 5 O
N
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T
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C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
0 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L J K L M N CROSS SECTION LOCATION P
A
R
-5 E
D
2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH NORTH RIVER 110P 38 38
36 36
T
E
E
R
T
S
N
I
K
A
O
M
S 34 34 O
E
R
L
B
I
F
G
K
N
O
O
I
O
R R
R
R
P
B
E
D
H
D
N 32 32
O
O
D
P
N
O
K
C
O
L
A
C
F
L
E
B
)
S
F
8
8
O
E
D
C
V
N A 30 30
E
N
(
U
L
T
F
E
N
E
F
O
C
N
I
N
O
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T 28 28
A
V
E
L
E
Y
C
N
26 26 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
24 24 O
N
I
A
T
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C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
22 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L Q R S T CROSS SECTION LOCATION P
A
R
20 E
D
5000 5200 5400 5600 5800 6000 6200 6400 6600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH NORTH RIVER 111P 150 150
2
3
)
Y 145 Y 145
H
H
T
3
Y
R
R
T
E
2
IT
IT
D
A
A
E
R
1
T
T U
E
R
W
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F
T
U
U
V
T
E
E
T
L
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IB
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C
C
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D
R
R
N
N
IT
O
R
E
C
E
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T
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T
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R
IL
U
IM
U
T
D
D
E
N
L
L
L
A
E
E
S
T
F
F
O
T
B
A
M
M
N
N
T
E
E
T
A
A
O
S
O
D
K
W
C
S
N
C N
(S
N
N 140 140 O
E
U
U
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R
F
B
O
L
R
IL
M
P
E
D 135 135 L
G
O
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IN
L
H
F
S
)
8
8
D
V
A 130 130
(N
T
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F
IN
N
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T 125 125
A
V
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L
E
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C
N
120 120 E
G
A
A
T
N
E
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)
M
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S
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T
N 115 115 G
N
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A
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IC
A
O
0.2% ANNUAL CHANCE FLOOD* D
M
C IS
Y 1% ANNUAL CHANCE FLOOD R
H
C
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T
N 2% ANNUAL CHANCE FLOOD* J
L
E
U
110 L
G
O
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10% ANNUAL CHANCE FLOOD* R
E
M
M
STREAM BED Y
L
E
L CROSS SECTION LOCATION P
A
*DATA NOT AVAILABLE R
105 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 E
F STREAM DISTANCE IN FEET ABOVE WEBSTER STREET (STATE ROUTE 123) 112P 95 95
Y
D
U
90 T 90
E
S
E
U
V
I
D
Y
N
E
R
E
A
L
D
I
V
W
A
E
A
L
T
T
L
H
I
E
A
T
P
R
D
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S
U
E
F
R
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V
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P
S
I
S
T
I 85 85 R
E
M
L
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T
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L
HOBART POND N
F
A
O
C
Y
R
R
A
A
P
C
T
S
U
D
B U
I
80 F 80
T
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T
A
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T
C
L
M
N
N
F
E
U
A
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C
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)
L
A
8
F
S
C
8
N
S
O
D
U
C
V
T
A 75 75
A
N
(
M
U
T
H
E
S
E
F
N
I
N
O
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T 70 70
A
V
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L
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N
65 65 E
G
A
A
T
N
M
E
,
)
M
Y
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N
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60 60 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
55 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A B C D E F CROSS SECTION LOCATION P
A
R
50 E
D
0 400 800 1200 1600 2000 2400 2800 3200 3600 4000 4400 4800 5200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SHUMATUSCACANT TRIBUTARY 113P 100 100
Y
95 A 95
T
W
E
D
N
E
N
O
O
R
A
O
T
T
L M
S
G
F
T
I
N
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I
F
H
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R
B
O
S
W
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T
S
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E
I
S
M
I
90 90 R
E
L
L
T
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N
F
A
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C
R
A
P
C
S
D 85 85 U
T
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A HOBART POND O
L
M
F
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H
)
8
S
8
D
V
A 80 80
N
(
T
E
E
F
N
I
N
O
I
T 75 75
A
V
E
L
E
Y
C
N
70 70 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
65 65 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
60 L
G
O
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F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SHUMATUSCACANT TRIBUTARY 114P 105 105
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20800 21200 21600 22000 22400 22800 23200 23600 24000 24400 24800 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SHUMATUSCACANT TRIBUTARY 117P 160 160
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0 500 1000 1500 2000 2500 3000 3500 4000 4500 E
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5000 5200 5400 5600 E
F STREAM DISTANCE IN FEET ABOVE STATE ROUTE 3A 124P 50 50 1% BACKWATER FROM TAUNTON RIVER
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5 E
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0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 125P 80 80
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5500 6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 126P 50 50 1% BACKWATER FROM TOWN RIVER
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10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A CROSS SECTION LOCATION P
A
R
5 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 127P 55 55 1% BACKWATER FROM TOWN RIVER
T
50 E 50
T
E
E
R
E
T
R
S
T
S
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8
8
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V
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N
(
T THE 2% YEAR FLOOD ELEVATION IS
E
E TOO CLOSE TO THE 1% YEAR FLOOD
F
N PROFILE TO BE SHOWN SEPARATELY
I
N
O
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T 30 30
A
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C
N
25 25 E
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)
M
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T
N
G
20 20 O
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T
U LEGEND N
C
I
A
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0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
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H
C
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N 2% ANNUAL CHANCE FLOOD
L
E
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15 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L B C D CROSS SECTION LOCATION P
A
R
10 E
D
2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 128P 60 60
55 55
T
E
E
R
T
S
R
E
T
A
W 50 50 S
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K
L
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8
8
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)
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25 25 O
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U LEGEND N
C
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A
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0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
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H
C
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L
E
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20 L
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A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L F CROSS SECTION LOCATION P
A
R
15 E
D
5000 5200 5400 5600 5800 6000 6200 6400 6600 6800 7000 7200 7400 7600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 129P 70 70
CARVER POND
65 T 65
E
E
D R
T
A
S
O
R
R
L
E
I
A
M
R
M
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S 60 S 60
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8
8
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V
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N
(
T
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N
I
N
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40 40 E
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)
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S
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N
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35 35 O
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I
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T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
30 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L H CROSS SECTION LOCATION P
A
R
25 E
D
7600 7800 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 130P 75 75 CARVER POND
70 70
65 65 S
E
K
L
I
O
F
O
O
R
B
R
P
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D 60 60 U
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8
8
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N
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40 40 O
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C
I
A
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0.2% ANNUAL CHANCE FLOOD D
M
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S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
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L
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35 L
G
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A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
R
30 E
D
10200 10400 10600 10800 11000 11200 11400 11600 11800 12000 12200 12400 12600 12800 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 131P 85 85
CARVER POND
Y
D
U
T 80 T 80
E
S
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D
R
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L
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55 55 E
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50 50 O
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C
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0.2% ANNUAL CHANCE FLOOD D
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H
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N 2% ANNUAL CHANCE FLOOD
L
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45 L
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(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L J CROSS SECTION LOCATION P
A
R
40 E
D
12800 13000 13200 13400 13600 13800 14000 14200 14400 14600 14800 15000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 132P 140 140
R
E
V
I
R
C
I
T
T
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N
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E 130 T 130
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120 O 120
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110 110 M
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,
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70 70 O
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C
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0.2% ANNUAL CHANCE FLOOD D
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60 L
G
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(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A B C CROSS SECTION LOCATION P
A
R
50 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 133P 140 140
130 130
D D D
T
E
A A A
E
O O O
R
R R R
T
S S S
S
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120 120 O
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,
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C
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0.2% ANNUAL CHANCE FLOOD D
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60 L
G
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(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
R
50 E
D
13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 134P 150 150
Y
D
U
140 T 140
S
D
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R N
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C
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M
R
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1% ANNUAL CHANCE FLOOD
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D 70 L
G
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A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
R
60 E
D
26000 27000 28000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 135P K
95 95 O
O
R
B
G
N
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R
R
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85 85
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C
I
A
O
0.2% ANNUAL CHANCE FLOOD* D
M
C
S
I
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H
C
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N 2% ANNUAL CHANCE FLOOD*
L
E
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55 L
G
O
A
(
10% ANNUAL CHANCE FLOOD* R
E
M
M STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
*NO DATA AVAILABLE R
50 E
D
0 200 400 600 800 1000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH UNNAMED TRIBUTARY TO THIRD HERRING BROOK 136P 110 110
T
8
105 T 105
E
1
E
E
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R
N
N
R
T
T
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N
N
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B
N
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W
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W 100 A 100
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F
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P
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95 95 R
O 1% BACKWATER FROM SHUMATUSCACANT RIVER T
S
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F
)
8
8
D
V
A 90 90
N
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T
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M
F
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D
N
I
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A
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N
80 80 E
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A
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)
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75 75 O
N
I
A
T
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C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
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N 2% ANNUAL CHANCE FLOOD
L
E
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70 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A CROSS SECTION LOCATION P
A
R
65 E
D
-2000 -1600 -1200 -800 -400 0 400 800 1200 1600 2000 2400 2800 E
F STREAM DISTANCE IN FEET ABOVE WALNUT STREET 137P 140 140
E
T
T
E
E
U
R 135 T 135
E
U
E
N
E
R
N
V
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E
L
T
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N
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N
N
N
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M
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D
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130 B 130
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P
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D
125 125 R
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F
)
8
8
D
V
A 120 120
N
(
T
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F
N
I
N
O
I
T 115 115
A
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C
N
110 110 E
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A
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T
N
M
E
,
)
M
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T
N
G
105 105 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
100 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L C D CROSS SECTION LOCATION P
A
R
95 E
D
2800 3200 3600 4000 4400 4800 5200 5600 6000 6400 6800 7200 7600 E
F STREAM DISTANCE IN FEET ABOVE WALNUT STREET 138P 155 155
Y
D
U
T 150 T 150
E
S
E
D
R
E
T
L
I
S
A
D
T
N
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A
D
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F
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S
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T
145 I 145
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R
M
L
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F
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R
M
P
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140 140 R
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)
8
8
D
V
A 135 135
N
(
T
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F
N
I
N
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T 130 130
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N
125 125 E
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N
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)
M
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T
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120 120 O
N
I
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U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
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N 2% ANNUAL CHANCE FLOOD
L
E
U
115 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L
E P CROSS SECTION LOCATION
A
R
110 E
D
7600 8000 8400 8800 E
F STREAM DISTANCE IN FEET ABOVE WALNUT STREET 139P 5 T 9 I 4
M I E L T
A Y T T S N R U E O T S C N I E 40 40 R L E I V F I R O
R N P O
T D 30 30 N O U A O T L F )
D 20 20 V A N (
T E E F
N I
N
O 10 10 I T A V E L E Y C
0 0 N E G A A
T M N BK BL , E Y ) M S T E N G N
-10 -10 O A I U T LEGEND N C A I O D M C 0.2% ANNUAL CHANCE FLOOD S
I Y R H
1% ANNUAL CHANCE FLOOD C U N T J
2% ANNUAL CHANCE FLOOD E L U L 10% ANNUAL CHANCE FLOOD G A O R (
STREAM BED E M M Y E
L BD BE BF BG BH BI BJ CROSS SECTION L P LOCATION A R E D
57,000 58,000 59,000 60,000 61,000 62,000 63,000 64,000 65,000 66,000 67,000 68,000 69,000 70,000 E F
STREAM DISTANCE IN FEET ABOVE BERKLEY/TAUNTON CORPORATE LIMIT 140P T T T E E E E E E R R R T T T S
S
S
H D N T R U O O N O F R S M D E Y E E L V R B P L E I V F I R O
R N P O
T D 30 30 N O U A O T L F )
D 20 20 V A N (
T E E F
N I
N
O 10 10 I T A V E L E Y C
0 0 N E G A A
T M N BV BW BX , E Y ) M S T E N G N
-10 -10 O A I U T LEGEND N C A I O D M C 0.2% ANNUAL CHANCE FLOOD S
I Y R H
1% ANNUAL CHANCE FLOOD C U N T J
2% ANNUAL CHANCE FLOOD E L U L 10% ANNUAL CHANCE FLOOD G A O R (
STREAM BED E
BO BR M M Y E
L BM BN BP BQ BS BT BU CROSS SECTION L P LOCATION A R E D
70,000 71,000 72,000 73,000 74,000 75,000 76,000 77,000 78,000 79,000 80,000 81,000 82,000 83,000 E F
STREAM DISTANCE IN FEET ABOVE BERKLEY/TAUNTON CORPORATE LIMIT 141P T T E E E E D R R A T T O S
S
R R T L I E U A M C I R M S T I U T E R 40 S 40 L E I V F I R O
R N P O
T D 30 30 N O U A O T L F )
D 20 20 V A N (
T E E F
N I
N
O 10 10 I T A V E L E Y C
0 0 N E
CH G A A
T M N CF CG , E Y ) M S T E N G N
-10 -10 O A I U T LEGEND N C A I O D M C 0.2% ANNUAL CHANCE FLOOD S
I Y R H
1% ANNUAL CHANCE FLOOD C U N T J
2% ANNUAL CHANCE FLOOD E L U L 10% ANNUAL CHANCE FLOOD G A O R (
STREAM BED E
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83,000 84,000 85,000 86,000 87,000 88,000 89,000 90,000 91,000 92,000 93,000 94,000 95,000 96,000 E F
STREAM DISTANCE IN FEET ABOVE BERKLEY/TAUNTON CORPORATE LIMIT 142P S E 30 30 R L E I V F I R O
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96,000 97,000 98,000 99,000 100,000 101,000 102,000 103,000 104,000 105,000 106,000 107,000 108,000 109,000 E F
STREAM DISTANCE IN FEET ABOVE BERKLEY/TAUNTON CORPORATE LIMIT 143P T
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109,000 110,000 111,000 112,000 113,000 114,000 115,000 116,000 117,000 118,000 119,000 120,000 121,000 122,000 E F
STREAM DISTANCE IN FEET ABOVE BERKLEY/TAUNTON CORPORATE LIMIT 144P Y D U 4 T 0 S
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F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 156P161P 105 105 1% BACKWATER FROM STREAM CHANNEL TO UNNAMED TRIBUTARY TO THIRD HERRING BROOK
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75 75 E
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70 70 O
N
I
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0.2% ANNUAL CHANCE FLOOD* D
M
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S
I
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N 2% ANNUAL CHANCE FLOOD*
L
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10% ANNUAL CHANCE FLOOD* R
E
M
M
STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
* DATA NOT AVAILABLE R
60 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH UNNAMED TRIBUTARY TO IRON MINE BROOK 160P165P 80 80 1% BACKWATER FROM FRENCH STREAM
78 T 78
E
E
R
T
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R
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M
M
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M
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S 76 T 76
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74 E 74
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T 70 70
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68 68 E
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N 66 66 G
N
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IC
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0.2% ANNUAL CHANCE FLOOD D
M
C IS
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H
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N 2% ANNUAL CHANCE FLOOD J
L
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64 L
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10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
L
E
L A B C CROSS SECTION LOCATION P
A
R
62 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH FRENCH STREAM 161P166P 50 50 1% BACKWATER FROM TAUNTON RIVER
Y
D
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45 E 45
S
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15 15 O
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10% ANNUAL CHANCE FLOOD R
E D M
M
STREAM BED Y
E
L
L A B C CROSS SECTION LOCATION P
A
R
5 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SAWMILL BROOK 162P167P 100 100
R
H
E
95 K 95
T
T
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A
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T 85 85
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,
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65 65 O
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L
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10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L A CROSS SECTION LOCATION P
A
R
55 E
D
0 200 400 600 800 1000 1200 1400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MEADOW BROOK 163P168P 110 110 1% BACKWATER FROM SALISBURY BROOK
T
E
T
105 E 105
T
G
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75 75 O
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N 2% ANNUAL CHANCE FLOOD
L
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70 L
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10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L A B C CROSS SECTION LOCATION P
A
R
65 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SALISBURY BROOK 164P169P 120 120
Y
T
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D
E 115 U 115
R
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105 105 O
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85 85 O
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10% ANNUAL CHANCE FLOOD R
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M
M
STREAM BED Y
E
L
L E CROSS SECTION LOCATION P
A
R
75 E
D
6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SALISBURY BROOK 165P170P 70 70 1% BACKWATER EFFECT FROM WEIR RIVER
Y
D
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T
60 E 60
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I NO PROFILE DATA AVAILABLE
N
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10% ANNUAL CHANCE FLOOD R
E B M
M
STREAM BED Y
E
L
L A C CROSS SECTION LOCATION P
A
R
-20 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEIR RIVER 166P171P 150 150 1% BACKWATER FROM SHINGLEMILL BROOK
K
O
O 145 K 145
H
O
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R
T
I
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B
R
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A 130 130
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120 120 E
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,
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M
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115 115 O
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C
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L
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10% ANNUAL CHANCE FLOOD* R
E
M
M
STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
*DATA NOT AVAILABLE R
105 E
D
0 200 400 600 800 1000 1200 1400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SHINGLEMILL BROOK 167P172P 155 155 1% BACKWATER FROM SHINGLEMILL BROOK
K
O
O 150 K 150
H
O
Y
R
T
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D
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B
U
W
F
B
T
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M
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N
N
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G 145 S 145
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N
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L
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3
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140 140 R
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R
8
T
8
D
D
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A 135 135
N
M
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A
T
E N
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N
F
U
N
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N
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T 130 130
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N
125 125 E
G
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N
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,
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M
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120 120 O
N
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C
I
A
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M
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S
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N 2% ANNUAL CHANCE FLOOD*
L
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115 L
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10% ANNUAL CHANCE FLOOD* R
E
M
M
STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
*DATA NOT AVAILABLE R
110 E
D
0 200 400 600 800 1000 1200 1400 1600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SHINGLEMILL BROOK 168P173P 40 40
M
8
A 35 A 35
2
3
D
D D
2
A A
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S 30 O 30
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T 15 15
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5 5 O
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C
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A
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M
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S
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H
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N 2% ANNUAL CHANCE FLOOD
L
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0 L
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(
10% ANNUAL CHANCE FLOOD R
E D G I M
M
STREAM BED Y
E
L
L A B C F H J CROSS SECTION LOCATION P
A
R
-5 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 E
F STREAM DISTANCE IN FEET ABOVE FOUNDRY POND DAM 169P174P 45 45
K
O
O
R
B
D
40 T 40
R T
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D
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A
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R
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C
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M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
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N 2% ANNUAL CHANCE FLOOD
L
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10% ANNUAL CHANCE FLOOD R
E M M
M
STREAM BED Y
E
L
L L N O P Q CROSS SECTION LOCATION P
A
R
0 E
D
6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 E
F STREAM DISTANCE IN FEET ABOVE FOUNDRY POND DAM 170P175P 45 45
40 40
T
E
E
R
T
S
E
E
R
F 35 35 S
E
L
I
R
F
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R
R
P
R
I
E 30 30 D
W
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8
8
D
V
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N
(
T
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F
N
I
N
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T 20 20
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C
N
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A
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M
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10 10 O
N
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C
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M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
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J
N 2% ANNUAL CHANCE FLOOD
L
E
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5 L
G
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A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L T CROSS SECTION LOCATION P
A
R
0 E
D
12500 13000 13500 14000 E
F STREAM DISTANCE IN FEET ABOVE FOUNDRY POND DAM 171P176P 80 80 1% BACKWATER FROM TOWN RIVER
T
H 75 E 75
T
E
I
R
R
W
E
T
E V
S
I
C
R
M
N
L
E
N
E
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W
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K
T
N
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O
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70 C 70 O
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D
P
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E 65 65 D
M
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8
8
D
V
A 60 60
N
(
T
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F
N
I
N
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T 55 55
A
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N
50 50 E
G
A
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N
M
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,
)
M
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E
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N
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45 45 O
N
I
A
T
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C
I
A
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0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
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N 2% ANNUAL CHANCE FLOOD
L
E
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40 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E C M
M
STREAM BED Y
E
L
L A B CROSS SECTION LOCATION P
A
R
35 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 172P177P 100 100
Y
D
T
U
E
T
T
E
95 E 95
S
R
E
T
R
D
S
E
T
L
S
R
I
E
A
T
T
T
N
N
E
E
E
D
C
C
S
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K
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T
O
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R
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T
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C
90 I 90 O
E
W
M
R
L
I
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B
F
W
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D
P
A
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M
D
85 A 85
M
O
D
T NO DATA AVAILABLE O
S
L
E
F
W
)
8
8
D
V
A 80 80
N
(
T
E
E
F
N
I
N
O
I
T 75 75
A
V
E
L
E
Y
C
N
70 70 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
65 65 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
60 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E G M
M
STREAM BED Y
E
L
L D E F CROSS SECTION LOCATION P
A
R
55 E
D
6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 173P178P 105 105
Y
D
U
100 T 100
T
S
E
D
E
E
R
T
IL
A
S
T
G
E
D
IN
R
F
K
P
O
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S
S
95 IT 95 O
E
R
IM
IL
L
B
F
W
O
O
R
D
A P
E 90 90 D
O
M
T
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S
NO DATA AVAILABLE L
E
F
W
)
8
8
D
V
A 85 85
(N
T
E
E
F
IN
N
IO
T 80 80
A
V
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L
E
Y
C
N
75 75 E
G
A
A
T
N
E
, M
)
M
Y
S
E
T
N 70 70 G
N
IO
A
T
U LEGEND N
IC
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C IS
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
N 2% ANNUAL CHANCE FLOOD J
L
E
U
65 L
G
O
(A
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
L
E
L H CROSS SECTION LOCATION P
A
R
60 E
D
12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 174P179P 120 120
Y
D
Y
K
U
R
O
T
A
115 F F 115
O
S
T
O O
R
U
D
E E
B
E
B
C C
I
L
Y
I
R
N N
T
A
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T
T
T
U U
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D
E
L L
B
E
F F
D
N N
K M
F
K
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A
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S
C C
A
N
T
L
110 I 110 O
N
E
B
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M
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L
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L
B
F
W
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D
P
A
E 105 105 D
M
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S
L
E
F
W
)
8
8
D
V
A 100 100
N
(
T
E
E
F
N
I
N
O
I R
E T 95 95
T
A
A
V
N
E
W
L
O
E
E
T
G
K
D
I
C
R
O
Y
B
R
B
C
T
S
N
E
90 90 E
W
G
A
A
T
N
M
E M ,
)
M
Y
S
E
T
N
G
85 85 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
80 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L I K L CROSS SECTION LOCATION P
A
R
75 E
D
19000 19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 175P180P 120 120
K
O
O
R
B
E
T
8
E
110 R 110
E
5
D
N
U E
E
A
T
R
A
M
M
T M
M
R
R
O
C T
R
R
R
A
A
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A
E
E
E
R
S
U
E
C
H
H
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H
V
V
V
V
R
E
F
S
T E
E
E
R
R
R
R
R
T
R
S
O
R
N
R
R
A
A
E A
S
A
E
A
A
O
A
A
E
C
C
T
C
C
C
P
W
C
W
M W
W
A
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N
T
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R
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R
S
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D
R
U 100 T 100
E
L
E
F
L
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N
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M
R
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A
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E
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R
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R
A
R
T
A
C
P
W
N
A
D 90 90 E
O
W
E
O
L
W
F
)
8
8
D
V
A 80 80
N
(
T
E
E
F
N
I
N
O
I
T 70 70
A
V
E
L
E
Y
C
N
60 60 E
G
A
A
T
N
M
E E ,
)
M
Y
S
E
T
N
G
50 50 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
40 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L A B C D CROSS SECTION LOCATION P
A
R
30 E
D
-6000 -5000 -4000 -3000 -2000 -1000 0 1000 2000 3000 4000 5000 6000 7000 E
F STREAM DISTANCE IN FEET ABOVE TREMONT STREET 176P181P 120 120
E 110 D 110
R
A
D
U
O
A
T
R
O
C
R R
U
E
R
S
T
T
S
S
S
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P
H
C
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C
A
R
O
S
R
D 100 R 100
E
E
L
V
I
I
F
R
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C
I
R
T
P
N
A
D 90 90 E
O
W
E
O
L
W
F
)
8
8
D
V
A 80 80
N
(
T
E
E
F
N
I
N
O
I
T 70 70
A
V
E
L
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Y
C
N
60 60 E
G
A
A
T
N
M
E J ,
)
M
Y
S
E
T
N
G
50 50 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
40 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L F G H I CROSS SECTION LOCATION P
A
R
30 E
D
7000 8000 9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 E
F STREAM DISTANCE IN FEET ABOVE TREMONT STREET 177P182P 130 130
120 120
S 110 110 R
E
E
L
V
I
I
F
R
O
C
I
R
T
P
N
A
D 100 100 E
O
W
E
O
L
W
F
)
8
8
D
V
A 90 90
N
(
T
E
E
F
N
I
N
O
I
T 80 80
A
V
E
L
E
Y
C
N
70 70 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
60 60 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
50 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L K L M CROSS SECTION LOCATION P
A
R
40 E
D
20000 21000 22000 23000 24000 25000 26000 27000 28000 29000 30000 31000 E
F STREAM DISTANCE IN FEET ABOVE TREMONT STREET 178P183P 130 130
K
O
O
R
B
K
O
W
O
O
R
D
B
120 120
A
E
W
M O
D
Y
A
K
E
C
M
O
R
H
F
T
O
U
S
O
E 110 110 R
S
E
C
E
N
L
D
V
E
I
I
N
U
F
A
R
L
F
O
C
N
I
O
R
T
C
P
N
A
D 100 100 E
O
W
E
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L
W
F
)
8
8
D
V
A 90 90
N
(
T
E
E
F
N
I
N
O
I
T 80 80
A
V
E
L
E
Y
C
N
70 70 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
60 60 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
50 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L N O CROSS SECTION LOCATION P
A
R
40 E
D
31000 32000 33000 34000 E
F STREAM DISTANCE IN FEET ABOVE TREMONT STREET 179P184P 80 80
1% BACKWATER FROM TOWN RIVER
Y
D
D
T
A
E
U
O
E 75 T 75
T
R
R
S
E
T
L
T
E
I E
D
S
E
R
A
E
R
T
L
R
R
I
T
S
E
A
D
S
T
E
T
R
W
N
N
E
E
N
O
I
E
V
D
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I
A
C
L
D
F
I
R
M
T
N
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S
W
N
S
A
70 T 70
A
E
I
B
W
K
E
A L
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M
I
I
O
T
L
F
O
H
T
R
O
I
B
W
R
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P
W
C
N
O
E
D
L
65 U 65
L
O
L
I
F
O
N
W
O
L
C
F
)
8
8
D
V
A 60 60
N
(
T
E
E
F
N
I
N
O
I
T 55 55
A
V
E
L
E
Y
C
N
50 50 E
G
A
A
T
N
M
E F ,
)
M
Y
S
E
T
N
G
45 45 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
40 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L A B C D E CROSS SECTION LOCATION P
A
R
35 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TOWN RIVER 180P185P 40 40
T
H 35 E 35
R
T
E
I
E
R
V
W
I
T
R
S
E
C
N
N
N
O
O
E
T
S
U
P
N
L
U
F
M
A
N
O
S
T
R
O 30 H 30
E
C
E
T
V
L
I
I
R
F
T
O
E
R
X
P
U
T
D 25 25 E
O
N
N
O
I
L
W
F
)
8
8
D
V
A 20 20
N
(
T
E
E
F
N
I
N
O
I
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
5 5 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
0 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L A B C D CROSS SECTION LOCATION P
A
R
-5 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 181P186P 45 45
40 40
T
E
E
R
T
S
R
E
V
I
R
S 35 35 R
E
E
V
L
I
I
R
F
T
O
E
R
X
P
U
T
D 30 30 E
O
N
N
O
I
L
W
F
)
8
8
D
V
A 25 25
N
(
T
E
E
F
N
I
N
O
I
T 20 20
A
V
E
L
E
Y
C
N
15 15 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
10 10 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
5 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L E F G CROSS SECTION LOCATION P
A
R
0 E
D
13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 182P187P 50 50
K
45 O 45
F
T
O
T
O
E
R
E
N
E
E
B
E
X
O
R
C
R
L
A
T
T
N
L
T
F
P
S
I
I
E
S
L
M
U
M
H
A
T
L
Y
R
T
F
S
L
H
E
U
P
A
N
O
M
E
O
L
S
S
R
C 40 A 40
E
E
P
V
L
I
I
R
F
T
O
E
R
X
P
U
T
D 35 35 E
O
N
N
O
I
L
W
F
)
8
8
D
V
A 30 30
N
(
T
E
E
F
N
I
N
O
I
T 25 25
A
V
E
L
E
Y
C
N
20 20 E
G
A
A
T
N
M
E M ,
)
M
Y
S
E
T
N
G
15 15 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
10 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L H I J K L CROSS SECTION LOCATION P
A
R
5 E
D
26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 36000 37000 38000 39000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 183P188P 55 55
50 50
S 45 45 R
E
E
V
L
I
I
R
F
T
O
E
R
X
M
P
U
A
D
T
D 40 40 E
O
N
N
O
I
L
W
F
)
8
8
D
V
A 35 35
N
(
T
E
E
F
N
I
N
O
I
D T 30 30
A
A
O
V
R
E
L
T
E
E
X
U
T
Y
E
C
N
N
N
I
25 25 E
W
G
A
A
T
N
M
E Q ,
)
M
Y
S
E
T
N
G
20 20 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
15 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L N O P CROSS SECTION LOCATION P
A
R
10 E
D
39000 40000 41000 42000 43000 44000 45000 46000 47000 48000 49000 50000 51000 52000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 184P189P 80 80
75 D 75
A
O
R
E
G
A
N
O
Y
S
D
R
U
S
A
R
T
70 P 70
E
E
S
V
L
D
I
I
E
R
L
F
I
A
T
O
T
E
E
R
X
D
P
U
F
O
T
D
E
T
65 I 65
O
N
M
I
N
O
L
I
L
W
F
)
8
8
D
V
A 60 60
T
N
(
E
E
T
R
E
E
T
F
S
N
N
I
I
A
N
O
M
I
T 55 55
A
V
E
L
E
Y
C
N
50 50 E
M
G
A
D
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
45 45 O
N
I
A
T
U LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
U
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
40 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L R S T U CROSS SECTION LOCATION P
A
R
35 E
D
51000 52000 53000 54000 55000 56000 57000 58000 59000 60000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 185P190P