VOLUME 4 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 25023CV004D 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
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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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A
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R
S
S
E
C
C
A
S
68 68 E
K L
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F
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B
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N
D 66 66 A
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)
8
8
D
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A 64 64
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N
E
(
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N
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O
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62 E 62
A
W
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L
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N
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,
)
M
Y
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E
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N
G
58 58 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
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N 2% ANNUAL CHANCE FLOOD
L
E
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56 L
G
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A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A CROSS SECTION LOCATION P
A
R
54 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 WEWEANTIC RIVER 11P 74 74
72 72
S
70 70 E
K L
I
O
F
O
O
R
B
R
P
E
N
D 68 68 A
O
R
C
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L
F
)
8
8
D
V
A 66 66
N
(
T
E
E
F
N
I
N
O
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T 64 64
A
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N
62 62 E
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A
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N
M
E
,
)
M
Y
S
E
T
N
G
60 60 O
N
I
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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
58 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L B CROSS SECTION LOCATION P
A
R
56 E
D
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 12P 74 74
72 72
S
70 70 E
K L
I
O
F
O
O
R
B
R
P
E
N
D 68 68 A
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C
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L
F
)
8
8
D
V
A 66 66
N
(
T
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F
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N
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T 64 64
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N
62 62 E
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,
C C
)
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Y
C C
S
E
A A
T
N
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60 60 O
N
I
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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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J
N 2% ANNUAL CHANCE FLOOD
L
E
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58 L
G
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A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L C CROSS SECTION LOCATION P
A
R
56 E
D
5200 5400 5600 5800 6000 6200 6400 6600 6800 7000 7200 7400 7600 7800 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 13P 76 76
74 74
S
72 72 E
K L
I
O
F
O
O
R
B
R
P
E
N
D 70 70 A
O
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C
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L
F
)
8
8
D
V
A 68 68
N
(
T
E
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F
N
I
N
O
I
T 66 66
A
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L
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Y
C
N
64 64 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
T
62 62 O
E
N
I
A
E
T
U
N R LEGEND
C
T
I
A
O
S
0.2% ANNUAL CHANCE FLOOD D
M
T
C
S
I
N
Y
R O 1% ANNUAL CHANCE FLOOD
H
C
U
M
T
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E
N
R 2% ANNUAL CHANCE FLOOD
L
E
U
T 60 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
R
58 E
D
7800 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10200 10400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 14P 78 78
76 76
S
74 74 E
K L
I
O
F
O
O
R
B
R
P
E
N
D 72 72 A
O
R
C
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L
F
)
8
8
D
V
A 70 70
N
(
T
E
E
F
N
I
N
O
I
T 68 68
A
V
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L
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Y
C
N
66 66 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
64 64 O
N
T
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T
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N E LEGEND
C
R
I
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T
0.2% ANNUAL CHANCE FLOOD D
S
M
C
S
I
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Y 1% ANNUAL CHANCE FLOOD R
H
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N
E
R 2% ANNUAL CHANCE FLOOD
L
E
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L 62 A
G
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A
W
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
R
60 E
D
10400 10600 10800 11000 11200 11400 11600 11800 12000 12200 12400 12600 12800 13000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 15P 80 80
78 78
D
A
O
R
S
S
E
C
C
A
S
76 76 E
K L
I
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F
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P
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N
D 74 74 A
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L
F
)
8
8
D
V
A 72 72
N
(
T
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F
N
I
N
O
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T 70 70
A
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N
68 68 E
G
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N
M
E
,
)
M
Y
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E
T
N
G
66 66 O
N
I
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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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J
N 2% ANNUAL CHANCE FLOOD
L
E
U
64 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
62 E
D
13000 13200 13400 13600 13800 14000 14200 14400 14600 14800 15000 15200 15400 15600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 16P 80 80
78 78
S
76 76 E
K L
I
O
F
O
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R
B
R
P
E
N
D 74 74 A
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C
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F
)
8
8
D
V
A 72 72
N
(
T
E
E
F
N
I
N
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T 70 70
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N
68 68 E
G
A
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T
N
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E
,
)
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66 66 O
R
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T
R LEGEND
C
O
C
I
A
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R
U
D
R 0.2% ANNUAL CHANCE FLOOD
M
R
S
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S
R
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R
B 1% ANNUAL CHANCE FLOOD
H
C
C
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P
N
C
T
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N
A
R
R 2% ANNUAL CHANCE FLOOD
L
E
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D
C 64 L
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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
62 E
D
15600 15800 16000 16200 16400 16600 16800 17000 17200 17400 17600 17800 18000 18200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 17P 84 84
D
M
A 82 N 82
D
D
O
P
A
N
O
Y
O
I R
R
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R
S
A
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B
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N
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S
C
C
80 80 E
K L
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F
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P
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N
D 78 78 A
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F
)
8
8
D
V
A 76 76
N
(
T
E
E
F
N
I
N
O
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T 74 74
A
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Y
C
N
72 72 E
G
A
A
T
N
M
E
,
)
M
Y
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E
T
N
G
70 70 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
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J
N 2% ANNUAL CHANCE FLOOD
L
E
U
68 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
R
66 E
D
18200 18400 18600 18800 19000 19200 19400 19600 19800 20000 20200 20400 20600 20800 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 18P 111 111
106 106
D
A
O
R
S
S
E
C
C
A
S
101 101 E
K L
I
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F
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R
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P
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N
D 96 96 A
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F
)
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8
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V
A 91 91
N
(
T
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F
N
I
N
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T 86 86
A
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C
N
81 81 E
G
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T
N
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E
,
)
M
Y
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T
N
G
76 76 O
N
I
A
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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
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J
N 2% ANNUAL CHANCE FLOOD
L
E
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71 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
R
66 E
D
20800 21000 21200 21400 21600 21800 22000 22200 22400 22600 22800 23000 23200 23400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 19P 84 84
82 82
S
80 80 E
K L
I
O
F
O
O
R
B
R
P
E
N
D 78 78 A
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C
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F
)
8
8
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V
A 76 76
N
(
T
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E
F
N
I
N
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T 74 74
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R 72 72 E
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D
N
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70 70 O
N
R I
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D
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T
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N A LEGEND T
C
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I
A
C
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R
D
U 0.2% ANNUAL CHANCE FLOOD
M
C
R
S
S
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H
C
C
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P
C
T
J
N
O
A 2% ANNUAL CHANCE FLOOD
R
L
E
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L 68 D
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
66 E
D
23400 23600 23800 24000 24200 24400 24600 24800 25000 25200 25400 25600 25800 26000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 20P 90 90
88 88
D
A
O
R
S
S
E
C
C
A
S
86 86 E
K L
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P
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N
D 84 84 A
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C
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F
)
8
8
D
V
A 82 82
N
(
T
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F
N
I
N
O
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T 80 80
A
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L
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C
N
E 78 78 E
R
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76 76 O
N
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C
C
I
A
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0.2% ANNUAL CHANCE FLOOD D
R
M
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1% ANNUAL CHANCE FLOOD R
H
P
C
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N
R 2% ANNUAL CHANCE FLOOD
L
E
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D
74 L
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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
72 E
D
26000 26200 26400 26600 26800 27000 27200 27400 27600 27800 28000 28200 28400 28600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 21P 98 98
96 E 96
R
D D D
U
A A A
T
O O O
C
R R R
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R
S S S
T
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C C C
P
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D
94 94 E
K L
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P
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D 92 92 A
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A 90 90
N
(
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F
N
I
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T 88 88
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)
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84 84 O
N
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C
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O
0.2% ANNUAL CHANCE FLOOD D
M
C
S
I
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H
C
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J
N 2% ANNUAL CHANCE FLOOD
L
E
U
82 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
80 E
D
28600 28800 29000 29200 29400 29600 29800 30000 30200 30400 30600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 22P 106 106
Y
D
U
104 T 104
S
D D
D
A A
E
O O
L
I
R R
A
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T
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D
C C
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102 102 E
M
K L
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P
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N
D 100 100 A
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C
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)
8
8
D
V
A 98 98
N
(
T
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F
N
I
N
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T 96 96
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N
94 94 E
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N
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E
,
)
M
Y
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T
N
G
92 92 O
N
I
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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
90 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
88 E
D
30600 30800 31000 31200 31400 31600 31800 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEWEANTIC RIVER 23P 50 50
45 8 45
2
2
T
E
E
E
T
R
U
T
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S
R
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40 40 E
R
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35 35 D
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)
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8
8
D
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A 30 30
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(
T
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F
N
I
N
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T 25 25
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N
20 20 E
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N
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)
M
Y
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T
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15 15 O
N
I
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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
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J
N 2% ANNUAL CHANCE FLOOD
L
E
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10 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
5 E
D
0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 E
F STREAM DISTANCE IN FEET ABOVE FREE STREET 24P 60 60
M
55 A 55
D
D
N
O
P
G
R
N
I
E
H
V
S
S
I
U
50 50 E
R
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D
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D
45 45 D
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)
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8
8
D
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A 40 40
N
(
T
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F
N
I
N
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T 35 35
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C
N
30 30 E
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,
)
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25 25 O
N
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C
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0.2% ANNUAL CHANCE FLOOD D
M
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S
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H
C
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J
N 2% ANNUAL CHANCE FLOOD
L
E
U
20 L
G
O
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
3000 3250 3500 3750 4000 4250 4500 4750 5000 5250 5500 E
F STREAM DISTANCE IN FEET ABOVE FREE STREET 25P 80 80
Y
R
A
R
)
H
T
E
F F
N
T
75 M 75
I
D
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N
B
W A A
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0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH INDIAN HEAD RIVER 26P 100 100
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L
L G H I J K L M N CROSS SECTION LOCATION P
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55 E
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12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH INDIAN HEAD RIVER 27P 70 70
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L A B C D E F CROSS SECTION LOCATION P
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25 E
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0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH DRINKWATER RIVER 28P 80 80 1% BACKWATER FROM DRINKWATER RIVER
R
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D
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH DRINKWATER RIVER 29P 80 80 1% BACKWATER FROM PLYMOUTH RIVER
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L
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D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PLYMOUTH RIVER 30P 90 90
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THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES W
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45 E
D
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PLYMOUTH RIVER 31P 120 120
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M
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75 E
D
5200 5400 5600 5800 6000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PLYMOUTH RIVER 32P 70 70 1% BACKWATER EFFECT FROM MASSACHUSETTS BAY
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STREAM BED Y
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L
L A B C D E F G H CROSS SECTION LOCATION P
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D
9600 9800 10000 10200 10400 10600 10800 11000 11200 11400 11600 11800 12000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PLYMOUTH HARBOR 33P 80 80
D
D
N
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L J K L M N O CROSS SECTION LOCATION P
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-10 E
D
12000 12200 12400 12600 12800 13000 13200 13400 13600 13800 14000 14200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PLYMOUTH HARBOR 34P 80 80 1% BACKWATER FROM HERRING RIVER
M
THIS REACH IS CONTROLLED BY WAVE EFFECTS; A
D 70 PLEASE REFER TO THE ASSOCIATED FIRM PANEL 70
Y
FOR BASE FLOOD ELEVATIONS R
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STREAM BED Y
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L
L A B C D E CROSS SECTION LOCATION P
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-10 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 E
F STREAM DISTANCE IN FEET ABOVE THE NEW DRIFTWAY 35P 100 100
90 A 90
T
3
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M
M
STREAM BED Y
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L
L G H I J K CROSS SECTION LOCATION P
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10 E
D
6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 E
F STREAM DISTANCE IN FEET ABOVE THE NEW DRIFTWAY 36P 120 120
Y
D
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110 T 110
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M
STREAM BED Y
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L
L M N O P CROSS SECTION LOCATION P
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30 E
D
12500 13000 13500 14000 14500 15000 15500 16000 E
F STREAM DISTANCE IN FEET ABOVE THE NEW DRIFTWAY 37P 90 90
R
E
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R R
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55 55 O
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C
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0.2% ANNUAL CHANCE FLOOD D
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M
M STREAM BED Y
E
L
L A B C CROSS SECTION LOCATION P
A
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45 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH DRINKWATER RIVER 38P 100 100
95 T 95
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E
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M
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90 90 E
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,
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65 65 O
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( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
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L
L F G H CROSS SECTION LOCATION P
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R
55 E
D
5500 6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH DRINKWATER RIVER 39P 115 115 STUDLEYS POND
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E
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T 110 T 110
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80 80 O
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( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L I J K CROSS SECTION LOCATION P
A
R
70 E
D
12000 12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH DRINKWATER RIVER 40P 135 135
130 130
E
U
D
D
N
N
D
A
N
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125 125 E
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P
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120 120 N
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N
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N
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105 105 E
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100 100 O
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E
M
M STREAM BED Y
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L
L N O P Q CROSS SECTION LOCATION P
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90 E
D
18500 19000 19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH DRINKWATER RIVER 41P 150 150
Y
D
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145 T 145
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D
N
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140 140 E
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135 135 N
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120 120 E
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,
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115 115 O
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M
M STREAM BED Y
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L
L CROSS SECTION LOCATION P
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105 E
D
25000 25500 26000 26500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH DRINKWATER RIVER 42P 40 40
T
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M STREAM BED Y
E
L
L A C D E F G H I CROSS SECTION LOCATION P
A
R
-5 E
D
0 400 800 1200 1600 2000 2400 2800 3200 3600 4000 4400 4800 E
F STREAM DISTANCE IN FEET ABOVE DAM 43P 45 45
K
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40 40
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L
L K L M CROSS SECTION LOCATION P
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0 E
D
4800 5200 5600 6000 6400 6800 7200 7600 8000 8400 8800 9200 9600 10000 E
F STREAM DISTANCE IN FEET ABOVE DAM 44P 55 55
50 D 50
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( 10% ANNUAL CHANCE FLOOD R
E R M
M STREAM BED Y
E
L
L O P Q S CROSS SECTION LOCATION P
A
R
10 E
D
10000 10400 10800 11200 11600 12000 12400 12800 13200 13600 14000 14400 14800 15200 E
F STREAM DISTANCE IN FEET ABOVE DAM 45P 75 75
Y
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T 70 70
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M
M STREAM BED Y
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L
L V W X Y CROSS SECTION LOCATION P
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30 E
D
15200 15600 16000 16400 16800 E
F STREAM DISTANCE IN FEET ABOVE DAM 46P 80 80 LEWIS POND
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D
D
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70 O 70
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P 2% YEAR FLOOD PROFILE A
E
TOO CLOSE TO THE 1% YEAR D 50 50 H
O ELEVATION TO BE SHOWN SEPARATELY A
O
N
L
N
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)
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8
D
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F
N
I
N
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T 30 30
A
V
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L
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Y
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N
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,
)
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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
-10 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 E
F STREAM DISTANCE IN FEET ABOVE DAMONS POINT ROAD 47P 40 40
F
O
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M
M
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C
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A
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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
-5 E
D
10000 10500 11000 11500 12000 12500 13000 13500 14000 14500 15000 15500 16000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH NORTH RIVER 48P 70 70
T
65 E 65
E
E
V
T
R
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A
T
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S
N
R
I
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H
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N
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D 55 55 R
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8
D
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T
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F
N
I
N
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40 40 E
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N
M
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,
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35 35 O
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C
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M
C
S
I
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C
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( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
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L
L D E F G CROSS SECTION LOCATION P
A
R
25 E
D
16000 16500 17000 17500 18000 18500 19000 19500 20000 20500 21000 21500 22000 22500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH NORTH RIVER 49P 80 80
D
N
O
P
E
C
A
75 T 75
N
E
R
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R
F
T
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S
H
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N
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70 70 E
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,
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( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L CROSS SECTION LOCATION P
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35 E
D
22500 23000 23500 24000 24500 25000 25500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH NORTH RIVER 50P 85 85
R
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T
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M
M STREAM BED Y
E
L
L A B C D E F G CROSS SECTION LOCATION P
A
R
40 E
D
-4000 -3000 -2000 -1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 E
F STREAM DISTANCE IN FEET ABOVE MAPLE STREET BRIDGE IN WEST BRIDGEWATER 51P 95 95
K
T
O
E
O
E
F
T
90 R 90
R
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E
E
85 85 E
A
W
V
L
W
I
I
R
F
K
O
T
C
E
R
E
O
P
R
T
M
S
D
O
80 Y 80
K
O
E
L
C
O
N
O
A
L
H
M
F
)
8
8
D
V
A 75 75
N
(
T
E
E
F
N
I
N
O
I
T 70 70
A
V
E
L
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Y
C
N
65 65 E
G
A
A
T
N
M
E N ,
)
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
55 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L J K L M CROSS SECTION LOCATION P
A
R
50 E
D
9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 E
F STREAM DISTANCE IN FEET ABOVE MAPLE STREET BRIDGE IN WEST BRIDGEWATER 52P 105 105
Y
D
D
U
A
T 100 O 100
S
R
L
I
D
E
A
L
R
I
A
D
T
E
E
N
D
O
F
D
O
N
S
R
A
T
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E
95 95 E
B
M
V
A L
I
I
I
L
R
F
K
O
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R
O
P
M
D 90 90 O
K
O
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O
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F
)
8
8
D
V
A 85 85
N
(
T
E
E
F
N
I
N
O
I
T 80 80
A
V
E
L
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Y
C
N
75 75 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
70 70 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
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65 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L O P Q CROSS SECTION LOCATION P
A
R
60 E
D
22000 23000 24000 25000 E
F STREAM DISTANCE IN FEET ABOVE MAPLE STREET BRIDGE IN WEST BRIDGEWATER 53P 45 45
Y
40 A 40
E
W
V
I
D
D
R
O
A
D
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L
R
W
F
E
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F
V
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I
35 35 E
L
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R
P
N
A
I 30 30 D D
O
N
I
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L
F
)
8
8
D
V THE 10-, 50-, AND 500-YEAR FLOOD PROFILES ARE
A 25 TOO CLOSE TO THE 100-YEAR ELEVATION TO BE 25
N
( SHOWN SEPARATELY
T
E
E
F
N
I
N
O
I
T 20 20
A
V
E
L
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Y
C
N
15 15 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
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10 10 O
N
I
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T
U LEGEND N
C
I
A
O
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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J
N 2% ANNUAL CHANCE FLOOD
L
E
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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
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAPE COD BAY 54P 50 50
45 A 45
3
E
E
G
T
D
I
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T
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40 40 E
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N
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F
)
8
8 THE 50--YEAR FLOOD PROFILE IS TOO CLOSE TO THE
D 100-YEAR ELEVATION TO BE SHOWN SEPARATELY
V
A 30 30
N
(
T
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F
N
I
N
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15 15 O
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N 2% ANNUAL CHANCE FLOOD
L
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10 L
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A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L D E CROSS SECTION LOCATION P
A
R
5 E
D
1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAPE COD BAY 55P 65 65
R
E
V
I
R
D
T
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A
E 60 E 60
R
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55 55 E
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50 50 N
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8
8
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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
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 INDIAN HEAD RIVER 56P 80 80
Y
D
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T
75 T 75
S
E
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70 70 E
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65 65 N
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I
)
8
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A 60 60
N
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T
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55 D 55
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)
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45 45 O
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C
I
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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( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L H I J K CROSS SECTION LOCATION P
A
R
35 E
D
6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH INDIAN HEAD RIVER 57P 45 45
40 M 40
A
D
T
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M
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R
D
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35 35 E
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D 30 30 N
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8
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N
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T
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N
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)
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N
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10 10 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
I
Y 1% ANNUAL CHANCE FLOOD R
H
C
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N 2% ANNUAL CHANCE FLOOD
L
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5 L
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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
0 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 E
F STREAM DISTANCE IN FEET ABOVE ELM STREET DAM 58P 55 55
50 50
T
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E
R
T
S
S
S
O
R
C
S
R
E
45 45 E
V
L
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P
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D 40 40 N
A
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L
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)
8
8
D
V
A 35 35
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(
T
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N
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25 25 E
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)
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20 20 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
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J
N 2% ANNUAL CHANCE FLOOD
L
E
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15 L
G
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A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L B C D E F CROSS SECTION LOCATION P
A
R
10 E
D
6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 E
F STREAM DISTANCE IN FEET ABOVE ELM STREET DAM 59P 65 65
R
E
T 60 F 60
V
E
I
O
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R
E
R
R
C
T
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N
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W
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N
N
I
N
O
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S
W
R
C
R
E
55 55 E
D
V
L
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R
F
D
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R
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P
H
D 50 50 N
A
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O
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L
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)
8
8
D
V
A 45 45
N
(
T
E
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F
N
I
N
O
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T 40 40
A
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N
35 35 E
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D
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T
)
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N
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30 30 O
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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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J
N 2% ANNUAL CHANCE FLOOD
L
E
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25 L
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A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L H I J CROSS SECTION LOCATION P
A
R
20 E
D
12500 13000 13500 14000 14500 15000 15500 16000 16500 E
F STREAM DISTANCE IN FEET ABOVE ELM STREET DAM 60P
105 105
R
H
E
Y
100 T 100
V
I
D
I
E
U
W R
G
F
T
D
E
R
I
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S
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R
T
T
D
N
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E
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W
L
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F
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N
F
N
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S
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D
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95 95 E
O
L
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F
B
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R
R
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T
P
A
D
90 90 W
O
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O
N
L
O
L
F
)
8
8
D
V
A 85 85
N
(
T
E
E
F
N
I
N
O
I
M
T 80 A 80
A
D
V
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L
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C
N
75 75 E
G
A
A
T
N
M
E F ,
)
M
Y
S
E
T
N
G
70 70 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
65 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
60 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH DRINKWATER RIVER 66P 45 45
R
E
V
I
R
N
O
40 T 40
N
T
U
E
A
E
T
R
T
H
S
T
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W
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C
S
N
35 35 E
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F
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N
R
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L
P
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30 30 T
O
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F
)
8
8
D
V
A 25 25
N
(
T
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F
N
I
N
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T 20 20
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N
15 15 E
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N
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E
,
)
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N
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10 10 O
N
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C
I
A
O
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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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5 L
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A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A CROSS SECTION LOCATION P
A
R
0 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 67P 50 50
Y
D
U
45 T 45
T
S
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E
D
E
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L
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D
35 35 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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N
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C
N
20 20 E
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N
M
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,
)
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15 15 O
N
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C
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A
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S
I
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H
C
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L
E
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10 L
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A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L B C CROSS SECTION LOCATION P
A
R
5 E
D
5500 6000 6500 7000 7500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 68P 45 45
Y
A
40 Y 40
W
D
L
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T
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30 30 A
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8
8
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N
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T
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F
N
I
N
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N
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)
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10 10 O
N
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C
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A
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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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5 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E B M
M STREAM BED Y
E
L
L A C D E F CROSS SECTION LOCATION P
A
R
0 E
D
-1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 E
F STREAM DISTANCE IN FEET ABOVE WOLF ISLAND ROAD 69P 60 60
D
D
A
55 A 55
O
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R
D
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R
L
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I
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50 50 E
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8
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V
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T
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F
N
I
N
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T 35 35
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N
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)
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N
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25 25 O
N
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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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20 L
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A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L I J K L M N O CROSS SECTION LOCATION P
A
R
15 E
D
11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 E
F STREAM DISTANCE IN FEET ABOVE WOLF ISLAND ROAD 70P 75 75
Y
D
U
T
M 70 D 70
S
D
A
A
A
D
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D
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L
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C
I
V
65 65 E
I
M
L
I
R
I
L
F
T
T
O
E
R
S
I
P
O
P
D
60 60 A
O
T
O
T
L
A
F
M
)
8
8
D
V
A 55 55
N
(
T
E
E
F
N
I
N
O
I
T 50 50
A
V
E
L
E
Y
C
N
45 45 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
40 40 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
35 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L R S T U V W X Y CROSS SECTION LOCATION P
A
R
30 E
D
24000 25000 26000 27000 28000 29000 30000 31000 32000 33000 34000 E
F STREAM DISTANCE IN FEET ABOVE WOLF ISLAND ROAD 71P 70 70
Y
D
U
T
T 65 8 65
T
S
E
1
E
E
D
E
E
R
E
T
R
T
L
I
U
T
S
M
A S
O
L
A
T
R
R
A
D
E
E
E
R
D
T
T
T
F
A
A
N
O
T
E
W
S
S
C
T
60 I 60
E
K
M
L
O
I
I
L
O
F
R
O
B
R
W
P
O
D 55 55 D
A
O
E
O
M
L
F
)
8
8
D
V
A 50 50
N
(
T
E
E
F
N
I
N
O
I
T 45 45
A
V
E
L
E
Y
C
N
40 40 E
G
A
A
T
N
M
E F ,
)
M
Y
S
E
T
N
G
35 35 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
30 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
25 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 E
F STREAM DISTANCE IN FEET ABOVE CENTRAL STREET 72P 90 90
T
85 E 85
E
R
T
S
D
N
A
L
H
G
I
S
H
80 80 E
K
L
O
I
O
F
R
O
B
R
W
P
O
D 75 75 D
A
O
E
O
M
L
F
)
8
8
D
V
A 70 70
N
(
T
E
E
F
N
I
N
O
I
T 65 65
A
V
E
L
E
Y
C
N
60 60 E
G
A
A
T
N
M
E K ,
)
M
Y
S
E
T
N
G
55 55 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 G H I J CROSS SECTION LOCATION P
A
R
45 E
D
6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 E
F STREAM DISTANCE IN FEET ABOVE CENTRAL STREET 73P 100 100
K
R
O
Y
E
O
R
T
R
A
A
B
T
N
W
U
A
F
F
E
95 W 95
B
I
O
O
G
O
M
R
D
T
D
E
E
I
I
T
C
C
A
R
H
E
K
N
N
B
W
E
E
O
M
T
U
U
F
O
S
O
L
L
O
R
F
F
T
A
B
E
N N
N
Y
O
O
F
W
W
R
S
C
C
O
O
O
A
90 90 E
T
D
T
K
N
A
U
L
O
W
E
I
B
I
O
O
M
F
R
T
R
T
O
B
R
W
P
O
D
D
85 8 85
A
1
O
E
E
O
T
M
L
U
O
F
R
)
E
8
T
8
A
D
T
V
S
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 O P Q ,
)
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
M
M STREAM BED Y
E
L
L L M N CROSS SECTION LOCATION P
A
R
55 E
D
12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 E
F STREAM DISTANCE IN FEET ABOVE CENTRAL STREET 74P 110 110
Y
D
U
T
105 T 105
S
E
E
D
R
E
L
T
I
S
A
T
N
E
R
D
U
B
F
U
O
S
A
T
100 I 100
E
K
M
L
O
I
I
L
O
F
R
O
B
R
W
P
O
D 95 95 D
A
O
E
O
M
L
F
)
8
8
D
V
A 90 90
N
(
T
E
E
F
N
I
N
O
I
T 85 85
A
V
E
L
E
Y
C
N
80 80 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
75 75 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
70 L
G
O
A
(
10% ANNUAL CHANCE FLOOD R
E
M
M
STREAM BED Y
E
L
L R S T U V W CROSS SECTION LOCATION P
A
R
65 E
D
19000 19500 20000 20500 21000 21500 22000 22500 23000 24000 E
F STREAM DISTANCE IN FEET ABOVE CENTRAL STREET 75P 88 88
K
O
O
R
B
W
86 O 86
D
A
H H
E
T T
A A
M
P P
H
T T
Y
T
I
O O
R
W
O O
A
F F
E
T
C
S
N
U
84 84 E
E
B
U L
I
I
L
R
F
F
N
T
O
O
C K
R
O
P
O
R
D
82 82 B
O
W
O
O
L
D
F
A
)
E
8
8
M
D
V
A 80 80
N
(
T
E
E
F
N
I
N
O
I
T 78 78
A
V
E
L
E
Y
C
N
76 76 E
G
A
A
T
N
M
E C ,
)
M
Y
S
E
T
N
G
74 74 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
72 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A B CROSS SECTION LOCATION P
A
R
70 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 MEADOW BROOK 76P 94 94
92 T 92
E
E
R
T
S
N
Y
R
R
U
B
A
U
T
S
A
U
90 90 E
B
L
I
I
R
F
T
O
K
R
O
P
O
R
D
88 88 B
O
W
O
O
L
D
F
A
)
E
8
8
M
D
V
A 86 86
N
(
T
E
E
F
N
I
N
O
I
T 84 84
A
V
E
L
E
Y
C
N
82 82 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
80 80 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
78 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L D E CROSS SECTION LOCATION P
A
R
76 E
D
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MEADOW BROOK 77P 100 100
Y
D
U
98 T 98
S
D
E
L
I
A
T
Y
E
R
D
A F
O
T
S
T
U
I
96 96 E
B
M
L
I
I
I
L
R
F
T
O
K
R
O
P
O
R
D
94 94 B
O
W
O
O
L
D
F
A
)
E
8
8
M
D
V
A 92 92
N
(
T
E
E
F
N
I
N
O
I
T 90 90
A
V
E
L
E
Y
C
N
88 88 E
G
A
A
T
N
M
E G ,
)
M
Y
S
E
T
N
G
86 86 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
84 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L F CROSS SECTION LOCATION P
A
R
82 E
D
5200 5400 5600 5800 6000 6200 6400 6600 6800 7000 7200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MEADOW BROOK 78P 50 50 1% BACKWATER FROM HALLS BROOK
8
5
G
G
T
D
N
N
I
E
45 I 45
N
E
D
F F
D
A
R
O
O O
O
T
A
O
O
G G
3 S
L
L
N N
F
F
I I
E
P
K
T
N N
O
W
W
O
U
R N N
O
I I
O
O
O
H
L
L
G G
L
R
R
T
L
E E
B
A
N
A
E
B B
I
S
H
T
H
S
W
S
L
40 40 E
S
A
L
T
L
A
S
I
K
H
F
O
H
O
O
T
I
R
R
W
B
E P
C
E
N
L
D
I 35 E 35
U
O
M
L
F
CULVERT O
N
L
O
F
C
)
8
8
D
V
A 30 30
N
(
T
E
E
F
N
I
N
O
I
T 25 CULVERT 25
A
V
E
L
E
Y
C
N
20 20 E
G
A
A
T
N
M
E F ,
)
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 A B C D E CROSS SECTION LOCATION P
A
R
5 E
D
0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH HALLS BROOK 79P 60 60
G
G
N
N
I
55 I 55
F
F
D
D
D
O
O
A
O
O
O
G
G
O
O
R
L
L
N
N
I
I
F
F
S
N
N
S
W
W
N
N
E
I
I
O
O
C
G
G
L
L
E
C
E
L
L
B
B
A
A
A
S
H
H
50 50 E
S
S
L
I
K
F
O
O
O
R
R
CULVERT B
P
E
L
D 45 45 I
O
M
O
L
THE 2% YEAR FLOOD PROFILE F
) IS TOO CLOSE TO THE 1% YEAR
8
8 ELEVATION TO BE SHOWN SEPARATELY
D
V
A 40 40
N
(
T
E
E
F
N
I
Y
N
D
O
I
U
T 35 T 35
A
S
V
D
E
E
L
L
E
I
M
A
A
T
E
D
Y
D
F
C
O
N
T
E
30 I 30
A
G
M
I
3
A
L
E
A
T
T
U
N
M
O
E
R
,
)
E
M
Y
T
S
E
T A
N
G
T
25 25 O
N
S
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
20 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L G H I J K CROSS SECTION LOCATION P
A
R
15 E
D
3000 3250 3500 3750 4000 4250 4500 4750 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH HALLS BROOK 80P
R E V I R
N O T N U D A A T
O H R T L I I A W
R E S C R E N E L E I V U I F L R F
O N T O R E C P K
S D A O M O E L N F )
D 30 30 V A N (
T E E F
N I
N
O 20 20 I T A V E L E Y C
10 10 N E G A A
T M N G , E Y ) M S T E N G N
0 0 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 A B C D E F CROSS SECTION L P LOCATION A R E D
0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 11,000 12,000 13,000 E F
STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 81P T T E E E E R R T T S S
H K T C U O O D S M R Y R U E L E M P L I V I F R
O T R E P K
S D A O M O E L N F )
D 30 30 V A N (
T E E F
N I
N
O 20 20 I T A V E L E Y C
10 10 N E G A A
T M N R S , E Y ) M S T E N G N 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
J L U L 10% ANNUAL CHANCE FLOOD G A O R (
STREAM BED E
I O M M Y E
L H K L M N P Q CROSS SECTION L P LOCATION A R E D
13,000 14,000 15,000 16,000 17,000 18,000 19,000 20,000 21,000 22,000 23,000 24,000 25,000 26,000 E F
STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 82P T T E E E E 4 R 4 R
T T E S S
T
T U N I E O A K R
M S
S A T S U S M R E A E E E N L I V I F R
O T R E P K
S D
50 50 A O M O E L N F )
D 40 40 V A N (
T E E F
N I
N
O 30 30 I T A V E L E Y
AH C 20 20 N E
AE AG G A A
T M N AC AD AF , 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
W L U L 10% ANNUAL CHANCE FLOOD G A O R (
STREAM BED E
V Y M M Y E
L T U X Z AA AB CROSS SECTION L P LOCATION A R E D
26,000 27,000 28,000 29,000 30,000 31,000 32,000 33,000 34,000 35,000 36,000 37,000 38,000 39,000 E F
STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 83P T T E 5 E E 9 E R 4 T
R D T S E A
T S
E O A V R T M L O S A I R R H A E E G R
T S R T N R A I S 70 70 E E A W L E I V I F R
O T R E P K
S D
60 60 A O M O E L N F )
D 50 50 V A N (
T E E F
N I
N
O 40 40 I T A V E L E Y C
30 30 N AR E AZ G A A
T M
AQ N AX AY , E Y ) M S T AP E N G N O A I U T AO LEGEND N C A I O D M C 0.2% ANNUAL CHANCE FLOOD S
I
AN Y R H
1% ANNUAL CHANCE FLOOD C U N T J
2% ANNUAL CHANCE FLOOD E
AM L U L 10% ANNUAL CHANCE FLOOD G A O R (
STREAM BED E
AL M M Y E
L AI AJ AK AS AT AU AV AW CROSS SECTION L P LOCATION A R E D
39,000 40,000 41,000 42,000 43,000 44,000 45,000 46,000 47,000 48,000 49,000 50,000 51,000 52,000 E F
STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 84P Y D U M T A T T S E 90 D 90
E
E D E T R E E R T L T S I S S P
A
T N M E E H O G D G
D W I F U S A R A O R S
B E V
80 S 80 T E I L A I V M I I F L R
O T R E P K
S D
70 70 A O M O E L N F )
D 60 60 V A N (
T E E F
N I
N
O 50 50 I T A V E L E Y C
40 40 N E
BL G A A
T M N BK , E Y ) M S T E N G N O A I U T LEGEND N C A I O D M C 0.2% ANNUAL CHANCE FLOOD S
I
BD Y R H
1% ANNUAL CHANCE FLOOD C U N T J
2% ANNUAL CHANCE FLOOD E
BC L U L 10% ANNUAL CHANCE FLOOD G A O R (
STREAM BED E
BB BI M M Y E
L BA BE BF BG BH BJ CROSS SECTION L P LOCATION A R E D
52,000 53,000 54,000 55,000 56,000 57,000 58,000 59,000 60,000 61,000 62,000 63,000 64,000 E F
STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 85P 165 165
Y Y
D D
U U
T T
T
160 160 K
E
S S
E
O
D D
R
O
E E
T
L L
I I
R
S
A A
B
M
T T
E E
A
N
D D
H
N
G
F F
N
O O
A
I
S
T T
H
I I
M
155 155 E
M M
L
I I
N
I
L L
E
F
B
O
F
R
O
P
H
C 150 150 D
N
O
A
O
R
L
B
F
N
)
8
R
8
E
D
H
V
T
A 145 145
R
N
(
O
T
N
E
E
F
N
I
N
O
I
T 140 140
A
V
E
L
E
Y
C
N
135 135 E
G
A
A
T
N
M
E
,
)
M
Y
S
E
T
N
G
130 130 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
125 L
G
O
A
( 10% ANNUAL CHANCE FLOOD* R
E
M
M STREAM BED Y
E
L
L CROSS SECTION LOCATION P
A
*DATA NOT AVAILABLE R
120 E
D
2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BEN MANN BROOK 86P 50 50
Y
D
U
R
H
T
T
E
E 45 T 45
S
I
V
E
I
D
W R
R
E
T
E
T
L
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I
C
E
A
N
D
X
T
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R
U
E
U
T
A
D
L
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W
F
F
N
Y
N
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K
N
A
S
I
O
T
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H
C
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W
40 40 E
O
M
L
I
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R
L
F
B
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L
L
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P
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R
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35 35 E
O
M
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L
L
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)
8
8
D
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N
(
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20 20 E
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,
)
M
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N
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15 15 O
N
I
A
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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
T
J
N 2% ANNUAL CHANCE FLOOD
L
E
U
10 L
G
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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
0 400 800 1200 1600 2000 2400 2800 3200 3600 4000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH THE WINNETUXET RIVER 87P 70 70
M
65 A 65
D
D
N
O
P
G
N
I
H
S
S
U
R
60 60 E
C
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L
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CUSHING POND F
R
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P
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55 55 M
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)
8
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N
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40 40 E
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35 35 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
Y 1% ANNUAL CHANCE FLOOD R
H
C
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N 2% ANNUAL CHANCE FLOOD
L
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30 L
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A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L A B CROSS SECTION LOCATION P
A
R
25 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 E
F STREAM DISTANCE IN FEET ABOVE CUSHING POND DAM 88P 70 70
R
E
V
I
R
65 65
L
E
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F
O
E
C
N
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60 60 E
N
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55 55 M
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8
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F
N
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N
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T 45 45
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35 35 O
N
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A
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U LEGEND N
C
I
A
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0.2% ANNUAL CHANCE FLOOD D
M
C
S
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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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30 L
G
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A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L D CROSS SECTION LOCATION P
A
R
25 E
D
2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 E
F STREAM DISTANCE IN FEET ABOVE CUSHING POND DAM 89P 75 75
D
A
70 O 70
R
T
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R
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R
V
I
T
R
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8
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D
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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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T 50 50
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N
45 45 E
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)
M
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T
N
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40 40 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
35 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
30 E
D
5000 5200 5400 5600 5800 6000 6200 6400 6600 6800 7000 7200 7400 7600 E
F STREAM DISTANCE IN FEET ABOVE CUSHING POND DAM 90P 75 75
70 70
S
R
65 65 E
E
L
I
V
I
F
R
O
H
R
T
P
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D
60 60 M
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L
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L
F
)
8
8
D
V
A 55 55
N
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T
E
E
F
N
I
N
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T 50 50
A
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L
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N
45 45 E
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A
A
T
N
M
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,
)
M
Y
S
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T
N
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40 40 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
35 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L J K CROSS SECTION LOCATION P
A
R
30 E
D
7600 7800 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10200 E
F STREAM DISTANCE IN FEET ABOVE CUSHING POND DAM 91P 85 85
Y
D
U
T
T
80 E 80
S
E
D
D
R
A
E
T
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L
S
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R
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D
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T
R
S
E
E
A
D
C
W
F
C
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D
A
S
L
T
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R
75 75 E
E
M
L
I
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V
L
I
F
R
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H
R
T
P
U
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D
70 70 M
O
Y
L
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P
L
F
)
8
8
D
V
A 65 65
N
(
T
E
E
F
N
I
N
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T 60 60
A
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L
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Y
C
N
55 55 E
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A
A
T
N
M
E P ,
)
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
45 L
G
O
A
( 10% ANNUAL CHANCE FLOOD R
E
M
M STREAM BED Y
E
L
L L M N O CROSS SECTION LOCATION P
A
R
40 E
D
10200 10400 10600 10800 11000 11200 11400 11600 11800 12000 12200 12400 12600 E
F STREAM DISTANCE IN FEET ABOVE CUSHING POND DAM 92P