VOLUME 3 OF 4
BRISTOL COUNTY, MASSACHUSETTS (ALL JURISDICTIONS)
Bristol County
COMMUNITY NAME COMMUNITY NUMBER
ACUSHNET, TOWN OF 250048 ATTLEBORO, CITY OF 250049 BERKLEY, TOWN OF 250050 DARTMOUTH, TOWN OF 250051 DIGHTON, TOWN OF 250052 EASTON, TOWN OF 250053 FAIRHAVEN, TOWN OF 250054 FALL RIVER, CITY OF 250055 FREETOWN, TOWN OF 250056 MANSFIELD, TOWN OF 250057 NEW BEDFORD, CITY OF 255216 NORTH ATTLEBOROUGH, TOWN OF 250059 NORTON, TOWN OF 250060 RAYNHAM, TOWN OF 250061 REHOBOTH, TOWN OF 250062 SEEKONK, TOWN OF 250063 SOMERSET, TOWN OF 255220 SWANSEA, TOWN OF 255221 TAUTON, CITY OF 250066 WESTPORT, TOWN OF 255224
REVISED JULY 16, 2014
FLOOD INSURANCE STUDY NUMBER 25005CV003B
NOTICE TO FLOOD INSURANCE STUDY USERS
Communities participating in the National Flood Insurance Program have established repositories of flood hazard data for floodplain management and flood insurance purposes. This Flood Insurance Study (FIS) may not contain all data available within the repository. It is advisable to contact the community repository for any additional data.
Selected Flood Insurance Rate Map panels for the community contain information that was previously shown separately on the corresponding Flood Boundary and Floodway Map panels (e.g., floodways, cross sections). In addition, former flood hazard zone designations have been changed as follows:
Old Zone New Zone A1 through A30 AE V1 through V30 VE (shaded) B X C X
Part or all of this Flood Insurance Study may be revised and republished at any time. In addition, part of this Flood Insurance Study may be revised by the Letter of Map Revision process, which does not involve republication or redistribution of the Flood Insurance Study. It is, therefore, the responsibility of the user to consult with community officials and to check the community repository to obtain the most current Flood Insurance Study components.
Initial Countywide FIS Effective Date: July 7, 2009
Revised Countywide FIS Effective Date: July 16, 2014
TABLE OF CONTENTS – Volume 1 – July 16, 2014
Page
1.0 INTRODUCTION 1 1.1 Purpose of Study 1 1.2 Authority and Acknowledgments 1 1.3 Coordination 6
2.0 AREA STUDIED 7 2.1 Scope of Study 7 2.2 Community Description 18 2.3 Principal Flood Problems 18 2.4 Flood Protection Measures 25
3.0 ENGINEERING METHODS 27 3.1 Hydrologic Analyses 28 3.2 Hydraulic Analyses 70 3.3 Coastal Analyses 76 3.4 Vertical Datum 115
FIGURES
Figure 1 – Frequency-Discharge, Drainage Area Curves for Anawan Brook-Bliss Brook 59
Figure 2 – Frequency-Discharge, Drainage Area Curves for Bad Luck Brook 60
Figure 3 – Frequency-Discharge, Drainage Area Curves for Buttonwood Brook 61
Figure 4 – Frequency-Discharge, Drainage Area Curves for Canoe River-Wading River 62
Figure 5 – Frequency-Discharge, Drainage Area Curves for East Branch Palmer River 63
Figure 6 – Frequency-Discharge, Drainage Area Curves for Hodges Brook-Rumford River 64
Figure 7 – Frequency-Discharge, Drainage Area Curves for Palmer River 65
Figure 8 – Frequency-Discharge, Drainage Area Curves for Paskamanset River 66
Figure 9 – Frequency-Discharge, Drainage Area Curves for Rocky Run 67
ii
TABLE OF CONTENTS – Volume 1 - continued
FIGURES - continued Page
Figure 10 – Frequency-Discharge, Drainage Area Curves for Sabin Pond Brook-Oak Swamp Brook 68
Figure 11 - Frequency-Discharge, Drainage Area Curves for West Branch Palmer River 69
Figure 12 – July 7, 2009 Countywide Analysis Transect Location Map 97
Figure 13– 2012 Coastal Study Update Transect Location Map 110
Figure 14 – Transect Schematic 115
TABLES
Table 1 – CCO Meetings Dates for Precountywide FIS 6
Table 2 – Flooding Sources Studied by Detailed Methods 7
Table 3 – Scope of Revision 14
Table 4 - Flooding Sources Studied by Approximate Methods 15
Table 5 - Letters of Map Change 17
Table 6 - Summary of Discharges 33
Table 7 – Manning’s “n” Values 75
Table 8 – Stage-Frequency Data 79
Table 9 - Precountywide Summary of Stillwater Elevations 81
Table 10 - Summary of July 7, 2009 Countywide Analysis Stillwater Elevations 85
Table 11 – July 7, 2009 Countywide Analysis Transect Descriptions 87
Table 12 – July 7, 2009 Countywide Analysis Transect Data 99
Table 13 – Summary of 2012 Coastal Study Update Stillwater Elevations 105
Table 14 – 2012 Coastal Study Update Transect Descriptions 106
Table 15 – 2012 Coastal Study Update Transect Data 113
iii
TABLE OF CONTENTS – Volume 2 – July 16, 2014
Page
4.0 FLOODPLAIN MANAGEMENT APPLICATIONS 117 4.1 Floodplain Boundaries 117 4.2 Floodways 118
5.0 INSURANCE APPLICATION 195
6.0 FLOOD INSURANCE RATE MAP 196
7.0 OTHER STUDIES 199
8.0 LOCATION OF DATA 199
9.0 BIBLIOGRAPHY AND REFERENCES 199
FIGURES
Figure 15– Floodway Schematic 121
TABLES
Table 16 – Floodway Data Table 122
Table 17 – Community Map History 197
TABLE OF CONTENTS – Volume 3 – July 16, 2014
EXHIBITS
Exhibit 1 - Flood Profiles Abbott Run Panel 01P-02P Acushnet River Panel 03P-07P Anawan Brook Panel 08P-08P Armstrong Brook Panel 09P-09P Assonet River Panel 10P-12P Attleboro Industrial Stream Panel 13P-13P Bad Luck Brook Panel 14P-14P
iv
TABLE OF CONTENTS – Volume 3 – continued
EXHIBITS - continued
Exhibit 1 - Flood Profiles Black Brook Panel 15P-18P Bliss Brook Panel 19P-19P Bungay River Panel 20P-22P Buttonwood Brook Panel 23P-28P Buttonwood Brook East Panel 29P-30P Buttonwood Brook West Panel 31P-33P Canoe River (Lower Reach) Panel 34P-35P Canoe River (Upper Reach) Panel 36P-38P Chartley Brook Panel 39P-40P Cobb Brook Panel 41P-43P Coles Brook Panel 44P-44P Dam Lot Brook Panel 45P-45P Deep Brook Panel 46P-47P East Branch Palmer River Panel 48P-49P East Junction Stream Panel 50P-50P Elmwood Street Brook Panel 51P-51P Fall Brook Panel 52P-54P Forge River Panel 55P-58P Goose Branch Brook Panel 59P-59P Gowards Brook Panel 60P-60P Hodges Brook Panel 61P-63P Lake Como Stream Panel 64P-64P Landry Avenue Brook Panel 65P-65P Mary Kennedy Brook Panel 66P-66P Mason Park Brook Panel 67P-67P Mill River Panel 68P-70P Mulberry Brook and Poquanticut Brook Panel 71P-71P Oak Hill Stream Panel 72P-72P Oak Swamp Brook Panel 73P-73P Palmer River Panel 74P-77P Paskamanset River Panel 78P-78P Poquanticut Brook Panel 79P-81P Queset Brook Panel 82P-86P Rattlesnake Brook (Freetown) Panel 87P-87P Rattlesnake Brook (North Attleborough) Panel 88P-88P Rocklawn Avenue Stream Panel 89P-89P Rocky Run Panel 90P-92P Rumford River (Lower Reach) Panel 93P-94P Rumford River (Upper Reach) Panel 95P-98P
v
TABLE OF CONTENTS – Volume 4 – July 16, 2014
EXHIBITS - continued
Exhibit 1 - Flood Profiles Runnins River Panel 99P-103P Sabin Pond Brook Panel 104P-104P Scotts Brook Panel 105P-107P Segreganset River (Lower Reach) Panel 108P-110P Segreganset River (Upper Reach) Panel 111P-112P Seven Mile River Panel 113P-118P Speedway Brook Panel 119P-119P Sunken Brook Panel 120P-120P Taunton River Panel 121P-124P Ten Mile River Panel 125P-139P Three Mile River Panel 140P-144P Three Mile River West Channel Panel 145P-145P Tributary to Dam Lot Brook Panel 146P-146P Tributary to Forge River Panel 147P-148P Wading River Panel 149P-153P West Branch Palmer River Panel 154P-157P Whiting Pond Bypass Panel 158P-158P Whitman Brook Panel 159P-159P
Exhibit 2 - Flood Insurance Rate Map Index Flood Insurance Rate Map
vi
110 110
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A B C CROSS SECTION LOCATION L
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12000 13000 14000 15000 16000 17000 18000 19000 20000 D
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F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 01P 125 125
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20000 21000 22000 23000 24000 25000 26000 D
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17100 17500 17900 18300 18700 19100 19500 19900 20300 20700 21100 21500 21900 22300 D
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F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH EAST BRANCH PALMER RIVER 08P 136 136 1% BACKWATER EFFECT FROM BUNGAY RIVER
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0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 D
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F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUNGAY RIVER 09P 60 60 TIDAL EFFECT FROM TAUNTON RIVER
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R
10 E
13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH ASSONET BAY 12P 120 120 1% BACKWATER EFFECT FROM TEN MILE RIVER
D
A
115 O 115
T
E R
E
Y
R
A
T
K
M
C
S
R
Y
A
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M
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N
IN
R
R
L
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N
IL 110 C 110
S
A
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L
M
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N
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D 105 N 105
IN
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L
8
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8
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A 100 T 100
T
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R
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T
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N
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IF
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O
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T 95 95
IT
A
V
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L
L
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90 90 N
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G
A
T
A
N
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M
M
,
S
E
Y
N
85 85 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 80 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B C D CROSS SECTION LOCATION L
A
R
75 E
0 500 1000 1500 2000 2500 3000 3500 4000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 13P 120 120
110 T 110
T
R
E
M
E
E
E
A
T
E
N
P
R
E
D
R
P
T
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T
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S
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M
T
S
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Y
N
N
A
N
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V
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R
S
D
R
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R
R
T
M
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T
X
R
N
L
L
S
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IV
A
U
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E
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O
W
R S
K
R
H
100 C 100
R
K
E
IT
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O
W
M
IL
O
L
E
F
A
R
C
N
P
O
B
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H
R
U
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K
L
N
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F
P
A
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L
C
B
T O
D
S
A
O
A
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B
L
F
)
8
8
D
V 80 80
A
(N
T
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F
IN
Y
N
D
IO
U
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70 T 70
A
S
V
D
E
E
L
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IL
A
T
E
D Y
F
C
O 60 60 N
E
IT
G
IM
A
L
T
A
N
E
M
M
,
S
E
Y
N
50 50 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 40 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS E G E
STREAM BED R
M
B
E
A B C D F CROSS SECTION LOCATION L
A
R
30 E
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH EAST BRANCH PALMER RIVER 14P 100 100
Y
D
U
T
T
95 T 95
E
E
S E
E
E E E E E
R
D
R
G G G G G
D D
E
T
T
A A
ID ID ID ID ID
IL
S
O O
S
R R R R R
A
T
R R
Y
B B B B B
T
C
R
IL IL
T T T T T
E
E
D
A A
O O O O O
D
P
N
R R
O O O O O
S
F
F F F F F
U
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O
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S
R
90 F 90
P
IT
E
K
IM
IL
L
O
F
THE 2% ANNUAL CHANCE FLOOD PROFILE O
O IS TO CLOSE TO THE 1% ANNUAL CHANCE FLOOD R
R TO BE SHOWN SEPARATELY B
K
P
C
85 85 D
A
L
O
B
O
L
F
)
8
8
D
V 80 80
A
(N
T
E
E
F
IN
N
IO
T 75 75
A
V
E
L
E
Y
C
70 70 N
E
G
O Q S A
T
A
N P R E
M
M
,
S
E
Y
N
65 65 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N G 2% ANNUAL CHANCE FLOOD J
O
L 60 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B D F I K M E
STREAM BED R
M
B
E
A C E H J L N CROSS SECTION LOCATION L
A
R
55 E
10500 11000 11500 12000 12500 13000 13500 14000 14500 15000 15500 16000 16500 D
E
F STREAM DISTANCE IN FEET ABOVE TURNPIKE STREET 15P 120 120
115 115
110 110 S
E
K
IL
O
F
O
O
R
R
B
K
P
C
105 105 D
A
L
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B
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L
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)
8
8
D
V 100 100
A
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R
T
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D
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F
T
A
IN
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N
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T 95 95
A
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L
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C
90 90 N
E
G
X A
T
A
N W E
M
M
,
S
E
Y
N
85 85 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 80 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
T U V CROSS SECTION LOCATION L
A
R
75 E
16500 17000 17500 18000 18500 19000 19500 20000 20500 21000 21500 22000 22500 23000 D
E
F STREAM DISTANCE IN FEET ABOVE TURNPIKE STREET 16P 150 150
145 145
T
E
E
R THE 2% ANNUAL CHANCE FLOOD PROFILE
T
S IS TO CLOSE TO THE 1% ANNUAL CHANCE FLOOD
T
O TO BE SHOWN SEPARATELY
P
E
D 140 140 S
E
K
IL
O
F
O
O
R
R
B
K
P
C
135 135 D
A
T
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L
O
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B
R
O
T
L
S
F
R
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)
8
M
8
M
D
U
V
130 S 130
A
(N
T
E
E
F
IN
N
IO
T 125 125
A
V
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L
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Y
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120 120 N
E
G
AG A
T
A
N
AE AF E
M
M
,
S
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Y
N
115 115 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 110 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS Z E
STREAM BED R
M
B
E
Y AA AB AC AD CROSS SECTION LOCATION L
A
R
105 E
23000 23500 24000 24500 25000 25500 26000 26500 27000 27500 28000 28500 29000 29500 D
E
F STREAM DISTANCE IN FEET ABOVE TURNPIKE STREET 17P 185 185
Y
D
U
180 T 180
T
E
S
E
D
R
E
T
IL
S
A
L
T
L
E
A
D
D
F
N
A
O
S
175 R 175
IT
E
K
IM
IL
L
O
F
O
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R
R
B
K
P
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170 170 D
A
L
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B
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F
)
8
8
D
V 165 165
A
(N
T
E
E
F
IN
N
IO
T 160 160
A
V
E
L
E
Y
C
155 155 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
150 150 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 145 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS AJ E
STREAM BED R
M
B
E
AH AI AK CROSS SECTION LOCATION L
A
R
140 E
29500 30000 30500 31000 31500 32000 32500 D
E
F STREAM DISTANCE IN FEET ABOVE TURNPIKE STREET 18P 145 145
Y
E
D
U
U
N
140 T 140
E
S
V
T
D
A
E
E
E
L
IL
R
A
A
T
R
T
U
S
E
T
H
D
L
S
F
U
A
O
IC 135 135 S
R
IT
E
G
A
IM
K
IL
L
O
F
O
O
R
R
R
E
B
P
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R
D
H 130 130 IS
R
L
IT
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O
B
W
M
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L
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L
A
C
F
P
N
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)
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8
L
N
8
F
A
N
D
R
O V 125 125
B
C
A
T
S
(N
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T
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W
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F
IN
N
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T 120 120
A
V
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L
E
Y
C
115 115 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
110 110 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 105 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B D E
STREAM BED R
M
B
E
A C CROSS SECTION LOCATION L
A
R
100 E
0 1000 2000 3000 4000 5000 6000 7000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEST BRANCH PALMER RIVER 19P 145 145 1% BACKWATER EFFECT FROM TEN MILE RIVER
M
A
T
E
140 D 140
E
T
D
T E
R
N
E E
T
E
O
R
S
R
T
P
T
IN
N
S
R
A
S
E
O
N
K
E
T
IV
M
N
D
G
R
H
L
A
IN
T
E
O
B
K
R
S
H 135 IL 135
C
O
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A
N M
R
L
N
IL
B E
E
F
T
IV
H
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IT
R
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W
A
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D 130 N 130
N
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B
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L
N
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)
8
8
D
V 125 125
A
(N
T
E
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F
IN
N
IO
T 120 120
A
V
E
L
E
Y
C
115 115 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
110 110 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 105 G E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B F E
STREAM BED R
M
B
E
A C D E H I CROSS SECTION LOCATION L
A
R
100 E
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 20P 150 150
H
G
U
O
K
R
O
K
O 145 O 145 O
O
R
F
B
F
R
O
O
E
O
L
R
O
B
B
E
E
T
E
Y
B
C
L
C
T
D
G
T
N
N
E
A
N
E
T
E
N
H
O
U
U
A
N
T
L
R
L
F
E
F
R
F
T
N
O
O
N
S
K
O
Y
O
Y
M
N
S
C
C
R
F
IT 140 R 140
A E
C
A
O
R
M
N
IL
E
W
F
IV
O
T
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R
R
Y
A
P
G
135 135 D
N
O
U
B
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L
F
)
8
8
D
V 130 130
A
(N
T
E
E
F
IN
N
IO
T 125 125
A
V
E
L
E
Y
C
120 120 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
115 115 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 110 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
CROSS SECTION LOCATION L
A
R
105 E
12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 21P 155 155
Y
K
D
O
U
O
150 T 150
F
R
S
D
O
B
D
A
E
E
E
O
C
U
IL
R
N
N
A
Y
E
E
T
A
U
V
E
L
G
D
A
F
N
Y
F
N
U
R
O
B O
S
D 145 C 145
IT
N
E
A
R
IM
L
IL
E
L
F
IV
O
R
R
Y
A
P
G
140 140 D
N
O
U
B
O
L
F
)
8
8
D
V 135 135
A
(N
T
E
E
F
IN
N
IO
T 130 130
A
V
E
L
E
Y
C
125 125 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
120 120 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 115 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
CROSS SECTION LOCATION L
A
R
110 E
24000 25000 26000 27000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 22P 70 70 TIDAL EFFECT FROM BUZZARDS BAY
T
S
E
D
A
H 60 W 60
O
K
IT
R
O
T
W
S
E
O
L
E
E
R
R
IL
C
B
T
N
D
M
E
S
O
S
U
L
M O
L
L
L
F
W
E
E
K
N
S N
S
O
O
S 50 O 50
C
E
U T
O
T
R
R
IL
U
B
F
B
D
O
O
R
O
P
W
Y
D
A
N 40 H 40
O
B
IT
O
T
T
W
O
T
T
E
E THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES L
C
S
U
F
N
N
ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD B
E
A
)
U
G
8
L TOO BE SHOWN SEPARATELY
A
8
F
N
N
D
O CULVERT
O
V
30 P 30
C
A
P
A
(N
T
E
E
F
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
10 10 N
E
CULVERT G
A
T
A
N
E
M
M
,
S
E
Y
N
0 0 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L -10 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A CROSS SECTION LOCATION L
A
R
-20 E
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH APPONAGANSETT BAY 23P 100 100
T
S
A
90 E 90
F
K
O
O
O
E
R
C
N
B
E
D
U
O
L
O
F
N
W
K
O
N
S
C
O 80 O 80
T
E
O
T
R
U
IL
B
F
B
D
O
O
R
O
P
W
D 70 70 N
O
O
T
O
T
L
U
F
B
)
8
8
D
V 60 60
A
(N THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES
T
E
E ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD
F TOO BE SHOWN SEPARATELY
IN
N
IO
T 50 50
A
V
E
L
E
Y
C
40 40 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
30 30 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 20 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
B CROSS SECTION LOCATION L
A
R
10 E
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH APPONAGANSETT BAY 24P 110 110
100 100
T
T
E
E
E
E
R
R
T
T
S
S
N
P
O
R
T
A
IL
H
K
S
S
M 90 90 O
E
O
R
IL
F
B
D
O
O
R
O
P
W
D 80 80 N
O
O
T
O
T THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES L
U
F
ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD B
)
8 TOO BE SHOWN SEPARATELY
8
D
V 70 70
A
(N CULVERT
T
E
E
F
IN
N
IO
T 60 60
A
V
E
L
E
Y
C
50 50 N
E
CULVERT G
A
T
A
N
E
M
M
,
S
E
Y
N
40 40 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 30 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
C CROSS SECTION LOCATION L
A
R
20 E
5200 5400 5600 5800 6000 6200 6400 6600 6800 7000 7200 7400 7600 7800 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH APPONAGANSETT BAY 25P 130 130
120 120
T
E
E
R
T
S
N
E
L
L
K
A
S 110 110 O
E
O
R
IL
F
B
D
O
O
R
O
P
W
D 100 100 N
O
O
T
O
T
L
U
F
B
)
8
8
D
V 90 90
A
(N
T THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES
E
E ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD F TOO BE SHOWN SEPARATELY
IN
N
IO
T 80 80
A
V
E CULVERT
L
E
Y
C
70 70 N
E
G
A
T
A
N
D E
M
M
,
S
E
Y
N
60 60 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 50 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
CROSS SECTION LOCATION L
A
R
40 E
7800 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10200 10400 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH APPONAGANSETT BAY 26P 140 140
T
130 E 130
E
R
T
S
E
N
R
O
H
T
K
W
S 120 120 O
A
E
O
H
R
IL
F
B
D
O
O
R
O
P
W
D 110 110 N
O
O
T
O
T
L
U
F
B
)
8
8
D
V 100 100
A
(N
T THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES
E E ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD F TOO BE SHOWN SEPARATELY
IN
N
IO
T 90 90
A
V
E
L
E
Y
CULVERT C 80 80 N
E
G
A
T
A
N
E E
M
M
,
S
E
Y
N
70 70 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 60 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
CROSS SECTION LOCATION L
A
R
50 E
10400 10600 10800 11000 11200 11400 11600 11800 12000 12200 12400 12600 12800 13000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH APPONAGANSETT BAY 27P 160 160
Y
D
U
150 T 150
S
D
E
IL
A
T
E
D
F
K
O
S 140 140 O
IT
E
O
IM
R
IL
L
F
B
D
O
O
R
O
P
W
D 130 130 N
O
O
T
O
T
L
U
F
B
)
8
8
D
V 120 120
A
(N
T
E
E
F
IN
N
IO
T 110 110
A
V
E
L THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES E ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD TOO BE SHOWN SEPARATELY
Y
C
100 100 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
90 90 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 80 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
F CROSS SECTION LOCATION L
A
R
70 E
13000 13200 13400 13600 13800 14000 14200 14400 14600 14800 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH APPONAGANSETT BAY 28P 80 80
1% BACKWATER EFFECT FROM BUTTONWOOD BROOK Y
D
U
T
S
D
E
Y
IL
D THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES
A
U
T
75 T ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD 75
E
S D TO BE SHOWN SEPARATELY
D
F
E
O
IL
A
IT
T
E
T
IM
L
D
S
F
A
K
O
E
S
O 70 H 70
IT
O
E
IT
K
R
IM
W
B
O
IL
L
E
O
K
F
C
O
R
N
O
O
E
B
W
R
U
L
N
D
F
O
P
O
N
T
O
O
T 65 65 D
C
U
W
O
B
N
O
O
L
T
F
T
)
U
8
8
B
D
V 60 60
A
(N
T THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES
E
E ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD F TO BE SHOWN SEPARATELY
IN
N
IO
T 55 55
A
V
E
L
E
Y
C
50 50 N
E
G
A
T
A
N
C E
M
M
,
S
E
Y
N
45 45 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 40 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B CROSS SECTION LOCATION L
A
R
35 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUTTONWOOD BROOK 29P 95 95
Y
D
U
90 T 90
T
T
E
S
E
E
D
E
R
E
R
T
IL
T
A
S
S
E
T
P
E
B
T
R
D
A
S
A
C
F
H
A
c
S
O
E
S 85 M 85
IT
E
K
IM
O
IL
L
O
F
R
O
B
R
D
P
O
O 80 80 D
W
O
N
O
O
THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES L
T
F
ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD T
)
U 8 TO BE SHOWN SEPARATELY
8
B
D
V 75 75
A
(N
T
E
E
F
IN
N
IO
T 70 70
A
V
E
L
E CULVERT CULVERT
Y
C
65 65 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
60 60 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 55 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
D CROSS SECTION LOCATION L
A
R
50 E
5500 6000 6500 7000 7500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUTTONWOOD BROOK 30P 90 90 1% BACKWATER EFFECT FROM BUTTONWOOD BROOK
80 80
T
E
E
R
T
S
N
T
O
S
T
E
IL
S
M 70 70 W
E
K
O
IL
F O
R
O
B
R
D
P
O
K
O D
O 60 H 60
O
T
I
O
W
R
W
B
N
O
E
O D THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES
L
C
O
T
F
N
O ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD
T
E
)
W
U
U
8
L TO BE SHOWN SEPARATELY
N
8
F
B
O
N
D
T
O
V 50 T 50
C
A
U
N B
(
T
E
E
F
N
I
N
O
I
T 40 40
A CULVERT
V
E
L
E
Y
C
30 30 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
20 20 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
M
O
IS
C
Y
1% ANNUAL CHANCE FLOOD R
C
U
L
J 2% ANNUAL CHANCE FLOOD N
O
L 10 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
E
B
A B CROSS SECTION LOCATION L
A
R
0 E
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUTTONWOOD BROOK 31P 120 120
110 110
E
D
IV
A
R
O
D
R
S
M
S
U
T
E
C
R
S
O
P
E
L
Y
S
C
S
100 100 W
E
K
O
IL
F O
R
O
B
R
D
P
O
O 90 90 D
O
W
N
O
O
L
T
F
T
)
U
8
8
B
D
V 80 80
A
(N
T THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES
E E ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD F CULVERT
IN TO BE SHOWN SEPARATELY
N
IO
T 70 70
A
V
E
L
E
Y
C
60 60 N
E
G
CULVERT A
T
A
N
D E
M
M
,
S
E
Y
N
50 50 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 40 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
C CROSS SECTION LOCATION L
A
R
30 E
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUTTONWOOD BROOK 32P 150 150
Y
D
U
140 T 140
S
D
E
IL
A
T
T
E
D
S
E
F
O
S
130 130 W
IT
E
K
IM
O
IL
L
F O
R
O
B
R
D
P
O
O 120 120 D
O
W
N THE 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILES O
O
L
T ARE TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD F
T
)
U
8 TO BE SHOWN SEPARATELY
8
B
D
V 110 110
A
(N
T
E
E
F
IN
N
IO
T 100 100
A
V
E
L
E
Y
C
90 90 N
E
G
A
T
A
N
F E
M
M
,
S
E
Y
N
80 80 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 70 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
E CROSS SECTION LOCATION L
A
R
60 E
5200 5400 5600 5800 6000 6200 6400 6600 6800 7000 7200 7400 7600 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUTTONWOOD BROOK 33P 95 95
D
5
N
9
O
4
E
P
T
T
E
U
N
O
N
T 90 R 90
E
U
E
E
C
T
T
R
E
E
A
T
E
N
T
R
S
S
IN
T
R
IN
)
E
S
W
A
T
H
H
IN
M
T
C
IN
I A
L
T
A
P
S
W
E
S
E 85 A 85
E
C
E
R
N
R
E
IL
5
U
E
F
9
L
F
W
4
O
N
E
O
O
T
R
P
C
U
(L
M
O
P
R
A
R
E
D
E 80 R 80
T
O
IT IV
A
X
T
O
E
R
S
L
E
R
E
F
O
T
N
)
IN
8
A
8
C
D
V 75 75
A
(N
T
E
E
F
IN
N
IO
T 70 70
A
V
E
L
E
Y
C
65 65 N
E
G
A
T
A
N
J K E
M
M
,
S
E
Y
N
60 60 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 55 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS E E
STREAM BED R
M
B
E
A B C D F G H I CROSS SECTION LOCATION L
A
R
50 E
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WINNECUNNET POND 34P 105 105
5
9
4
E
T
P
U
M
O
A
R
R
Y
E
D
IT
T
U
X
A
100 T 100
T
E
S
S
5
D
R
9
E
E
4
IL
T
E
A
IN
)
T
T
U
E
H
O
D
C
R
F
A
E
O
E
S 95 T 95
A
IT
E
R
T
S IM
R
IL
L
R
E
F
E
T
W
O
IN
O
R
(L
P
R
E 90 90 D
O
IV
O
R
L
E
F
O
N
)
8
A
8
C
D
V 85 85
A
(N
T
E
E
F
IN
N
IO
T 80 80
A
V
E
L
E
Y
C
75 75 N
E
G
A
T
A
N
U E
M
M
,
S
E
Y
N
70 70 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 65 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS Q E
STREAM BED R
M
B
E
L M N O P R S T CROSS SECTION LOCATION L
A
R
60 E
12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WINNECUNNET POND 35P 120 120
D
L 115 N 115
O
IE
T
F
S
R
O
N
A
N
)
F
M
H
F
O
O
N
C
N
W
A
O
S
E 110 W 110
T
O
E
R
T
R
IL
E
F
P
O
P
R
(U
P
R
E 105 105 D
IV
O
O
R
E
L
O
F
N
)
8
A
8
C
D
V 100 100
A
(N
T
E
E
F
IN
N
IO
T 95 95
A
V
E
L
E
Y
C
90 90 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
85 85 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 80 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B C CROSS SECTION LOCATION L
A
R
75 E
31500 32000 32500 33000 33500 34000 34500 35000 35500 36000 36500 37000 37500 38000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WINNECUNNET POND 36P 140 140
K
R
135 A 135
M
P
A
R
E
D
IL
T
E
A
E
R
)
R
T
T
H
T
S
C
A
L
A
E
IL
S
G 130 130 E
M
E
ID
R
R
R
IL
B
E
F
P
O
P
R
(U
P
R
E 125 125 D
IV
O
O
R
E
L
O
F
N
)
8
A
8
C
D
V 120 120
A
(N
T
E
E
F
IN
N
IO
T 115 115
A
V
E
L
E
Y
C
110 110 N
E
G
A
T
A
N
J E
M
M
,
S
E
Y
N
105 105 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 100 F E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS E E
STREAM BED R
M
B
E
D G H I CROSS SECTION LOCATION L
A
R
95 E
38000 38500 39000 39500 40000 40500 41000 41500 42000 42500 43000 43500 44000 44500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WINNECUNNET POND 37P 145 145
Y
D
U
140 T 140
S
T
D
E
E
E
R
IL
T
A
)
T
S
E
H
T
D
S
C
A F
A
E
O
S 135 135 E
IT
E
R
IM
R
IL
L
E
F
P
O
P
R
(U
P
R
E 130 130 D
IV
O
O
R
E
L
O
F
N
)
8
A
8
C
D
V 125 125
A
(N
T
E
E
F
IN
N
IO
T 120 120
A
V
E
L
E
Y
C
115 115 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
110 110 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 105 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
K L CROSS SECTION LOCATION L
A
R
100 E
44500 45000 45500 46000 46500 47000 47500 48000 48500 49000 49500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WINNECUNNET POND 38P 130 130
O
T 125 N 125
R
E
O
O
E
T
B
R
D
R
E
T
L
A
O
T
S
O
N
T
R
F
M
IL
A
A
O
F
A
H
N
R
K
O
W
C
Y
E
O
S
120 IT 120
P
T
K
E
C
O
IL
O
F
R
O
B
R Y
E
L
P
T 115 115 D
R
O
A
O
H
L THE 2% ANNUAL CHANCE FLOOD PROFILE IS C TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD F
)
8 TO BE SHOWN SEPARATELY
8
D
V 110 110
A
(N
T
E
E
F
IN
N
IO
T 105 105
A
V
E
L
E
Y
C
100 100 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
95 95 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 90 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
CROSS SECTION LOCATION L
A
R
85 E
4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WADING RIVER 39P 140 140
135 T 135
E
E
R
T
S
H
T
R
A
Y
D
M
U
IL
S
130 T 130
K
W
E
S
O
D
IL
O
E
F
R
IL
A
O
B
T
E
R Y
D
E
F
L
P
T
O 125 125 D
R
IT
O
A
IM
O
L H
L
C
F
)
8
8
D
V 120 120
A
(N
T
E
E
F
IN
N
IO
T 115 115
A
V
E
L
E
Y
C
110 110 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
105 105 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 100 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
CROSS SECTION LOCATION L
A
R
95 E
15000 16000 17000 18000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WADING RIVER 40P 30 30 TIDAL BACKWATER FROM TAUNTON RIVER
)
Y
E
H 25 8 25
A
U
R
3
IT
N
E
W
1
E
W
D
IV
E
V
O
E
T
R
O
A
C
U
N
L
T
N
O
O
E
F
E
T
S R
F
U
E
N R
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L
T
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F
U
A
IT
N
A
M
T
S
O
T 20 O 20
IM
C
S (S
E
L
K
IL
O
F
O
O
R
R
B
P
B
B 15 15 D
O
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C
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L
F
)
8
8
D
V 10 10
T
A
T
T
E
D
E
E
E
A
E
(N
E
R
O
T
R
R
T
E
T
T
R
E
S
E
S
S
Y
F
T
S
E
H
A
G
R
C
IN
V
F
I
U
IG
N
D
R
O
R
O
P
IO
C
B
T 5 G 5
A
V
E
L
E
Y
C
0 0 N
E
G
D U A
A
T
O
A
R
N
IL R S T E
A
M
R
M
,
S
E
Y
N
-5 -5 G
T
IO
A
T
LEGEND N E N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M D IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L -10 C K E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B J N Q E
STREAM BED R
M
B
E
A F G H I L M O P CROSS SECTION LOCATION L
A
R
-15 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 41P 55 55
T
T
E
E
E
T
T
E
50 T 50
R
E
E
E T
R
E
T
E
T
E
E
T U
4
E
E
T
R
R E
S
4 S
H
N
R
E
E
T
T
R
L
E
T
E
T
R
E
B
T
V
S
IL
S
A R
T
T
B
S
T
P
H T
S
U
A
P
O
S
D
E
E
O S
O
R
E
T
S
R
N
E
C
R
E
IT
S
K
O
L
R
IR
R
N
H
H
A
F
A
M
A
S
D
O
A
T
H
O
IF
R
U
IL
H
H
W
C
L
IN
E
S
K
S
O
T
45 C 45
N
W
C
S
E
E
A
G
E
K
IL
O
F
O
O
R
R
B
P
B
B 40 40 D
O
O
C
O
L
F
)
8
8
D
V 35 35
A
(N
T
E
E
F
IN
N
IO
T 30 30
A
V
E
L CULVERT
E
Y
C
25 25 N
E
G
AL AN AP A
T
A
N
AM AO E
M
M
,
S
E
Y
N
20 20 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 15 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS W Y AC AG AJ E
STREAM BED R
M
B
E
V X Z AA AB AD AE AF AH AI AK CROSS SECTION LOCATION L
A
R
10 E
6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 42P 65 65
Y
D
U
T 60 T 60
E
S
E
D
R
E
T
IL
S
A
T
T
N
E
O
D
M
F
E
O
R 55 55 S
T
IT
E
IM
K
IL
L
O
F
O
O
R
R
B
P
B
B 50 50 D
O
O
C
O
L
F
)
8
8
D
V 45 45
A
(N
T
E
E
F
IN
N
IO
T 40 40
A
V
E
L
E
Y
C
35 35 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
30 30 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 25 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
AQ AR CROSS SECTION LOCATION L
A
R
20 E
13000 13500 14000 14500 15000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 43P 80 80 1% BACKWATER EFFECT FROM TEN MILE RIVER
Y
D
U
E 75 T 75
U
S
Y
N
D
A
E
E
V
IL
W
A
T A
N
T
O
E
A
B
L
D
M
A
F
W
T
E
O
S
70 N 70
IT
E
K
IM
IL
L
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F
O
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D
R
N
R
O
B
P
S
P
L
E
A
D 65 65 L
R
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T
N
C
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L
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M
F
H
A
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D
)
8
W
8
E
D
C
V 60 N 60
A
E
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L
(N
F
T
E
N
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O
C
F
IN
N
IO
T 55 55
A
V
E
L
E
Y
C
50 50 N
E
G
A
T
A
N
E E
M
M
,
S
E
Y
N
45 45 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 40 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B C D CROSS SECTION LOCATION L
A
R
35 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CENTRAL POND 44P 35 35 1% BACKWATER EFFECT FROM TAUNTON RIVER
T
S
H H
30 T 30
T
K
E
R
E
IT IT
E O
E
O
E
4
E
W
W W
O
4 T
R
IV
R
T
Y
R
T
E E
E
T
E
R
R
C C
T
E B
S
N
S
A
N N
U
T
R
D
O
N
T
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U
U U
A
L
R
S
R
N
L L
B
I
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F S R F
H
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M
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N N
A
A
T
R
S
U
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D 25 W 25
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F
R
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R
T
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L
20 20 D
M
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A
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L
F
)
8
8
D
V 15 15
A
(N
T
E
E
F
IN
Y
N
D
IO
U
T
10 T 10
A
S
V
D
E
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L
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IL
M
A
A
T
D
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F
C
O 5 5 N
E
IT
G
IM
A
L
T
A
N
E
M
M
,
S
E
Y
N
0 0 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L -5 I E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B D F H E
STREAM BED R
M
B
E
J L A C E G CROSS SECTION LOCATION
A
R
-10 E
0 1000 2000 3000 4000 5000 6000 7000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 45P 52 52
R
E
IV
R
T
E
48 N 48
H
M
S
A
U
C
D
N
A
E
H
H
IT
T
R
W
A
E
E
C 44 44 S
N
E
E
U
IL
K
L
F
F
O
N
O
O
O
C
R
R
B
P
P
E 40 40 D
E
O
D
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L
F
)
8
8
D
V 36 36
A
(N
T
E
E
F
IN
N
IO
T 32 32
A
D
V
A
E
L
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R
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L
D
Y
ID
C
M 28 28 N
E
G
A
T
A
N
D E E
M
M
,
S
E
Y
N
24 24 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 20 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B C CROSS SECTION LOCATION L
A
R
16 E
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH ACUSHNET RIVER 46P 68 68
Y
D
U
64 T 64
E
S
E E
N
D
G G
E
A
ID ID
IL
L
M
R R
S A
A
B B
E
T
D
T T
S E
O O
R
D
O O
O
F
F F
M 60 60 S
IT O
E
IM
IL
K
L
F
O
O
O
R
R
B
P
P
E 56 56 D
E
O
D
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)
8
8
D
V 52 52
A
(N
T
E
E
F
IN
N
IO
T 48 48
A
V
E
L
E
Y
C
44 44 N
E
G
A
T
A
N
I E
M
M
,
S
E
Y
N
40 40 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 36 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
F G H CROSS SECTION LOCATION L
A
R
32 E
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH ACUSHNET RIVER 47P 90 90 1% BACKWATER EFFECT FROM PALMER RIVER
K
K
O
O
O
O
R
R
B
B
K
N
C
T
T
T 80 A 80
D
E
U
E
E
A
E
W
E
E
L
R
O
A
R
R
D
T
N
T
T
R
A
E
S
S
A
S
M
B
T
P
Y
H N
A
H
A
O
R
R
O
D
IT
T
R
IT
E
T
T
S
H
W L
N
W
T
IV
U
Y
U
E
E
O
A
R
C
O
IN
S
C
B
70 C 70
N
M
W N
E
R
E
E
U
E
U
IL
L
L
F
M
F
F
N
L
N
O
O
O
A
R
C
C
E
R
P
IV
H
P
R
C
R
D
60 E 60
N
M
O
A
L
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A
L
B
P
H
F
T
IT
)
S
8
W
A
8
E
E
C
D
V 50 N 50
E
A
U
L
(N
F
T
N
E
O
E
C
F
IN
N
IO
T 40 40
A
V
E
L
E
Y
C
30 30 N
E
G
A
T
A
N
H E
M
M
,
S
E
Y
N
20 20 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 10 F E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B E E
STREAM BED R
M
B
E
A C D G CROSS SECTION LOCATION L
A
R
0 E
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PALMER RIVER 48P 120 120
T
110 T 110
E
E E E
E
E
G
G G
E
R
R
ID
ID ID
T
T
R
R R
S
S
M
B
B B
P
S
E E A
N
O
R
E
T T
D
M
R
E
D
A A
A
H
I
O
L
IV IV T
IV
O
R R
IL
R
IN
S
P P 100 W 100
W
W
E
R
E
IL
M
F
L
O
A
R
P
H
P
C
90 90 D
N
O
A
R O
L
B
F
T
)
S
8
A
Y
8
E
D
D
U
V
E 80 T 80
A
U
S
N
D
(N
E
E
T
V
E
IL
E
A
A
F
T
W
E
IE
D
IN
V
N
F
IR
IO
O
A
T
70 F 70
IT
A
V
IM
E
L
L
E
Y
C
60 60 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
50 50 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 40 K E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS J M O Q E
STREAM BED R
M
B
E
I L N P CROSS SECTION LOCATION L
A
R
30 E
13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PALMER RIVER 49P 115 115 1% BACKWATER EFFECT FROM TEN MILE RIVER
T
E 110 E 110
E
E
U
R
U
N
T
N
E
D
E
V
S
A
V
O
A
IN
A
R
R
A
T
E
IL
H
B
M A
R
R
M H
IG
U
T
N
A
H
U
S
K
E
105 T 105
O
E
R
S
T
IL
F
S
N
O
R
IO
T
P
C
H
D 100 100 N
IT
R
U
O
E
W
V
J
O
I
W
T
L
E
R
E
S
C
F
N
IL
A
)
E
E
8
M
U
8
L
N
F
E
D
N
T
V
95 O 95
A
C
(N
T
E
E
F
IN
Y
N
D
IO
U
T
90 T 90
A
S
V
D
E
E
L
E
IL
A
T
E
Y
D
F
C
N 85 O 85
E
IT
G
IM
A
L
T
A
N
E
M
M
,
S
E
Y
N
80 80 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 75 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B CROSS SECTION LOCATION L
A
R
70 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 50P 340 340 1% BACKWATER EFFECT FROM TEN MILE RIVER
T
Y
E
D
E
U
R
E
T
320 T 320
N
S
S
T
A
E
D
N
L
E
E
O
R
R
IL
T
E
T
A
G
T
T
S
N
IN
E
K
E
H
K
D
R
S
M
A F
O
A
R
P
O
A
S
300 W 300
P
R
IT O
E
T
S
IM
B
IL
A
L
T
E
F
E
R
O
E
E
R
R
IV
T
R
P
E
S
IL
D 280 280 D
O
O
M
N
O
O
E
L
W
T
F
H
M
IT
L
)
8
E
W
8
E
D
C
V 260 N 260
A
E
U
L
(N
F T DUE TO SCALE LIMITATIONS THE
E N
E O 2% AND 1% ANNUAL CHANCE FLOOD
C F ARE TOO CLOSE TO BE DELINEATED
IN
N
IO
T 240 240
A
V
E
L
E
Y
C
220 220 N
E
G
A
T
A
N
B E
M
M
,
S
E
Y
N
200 200 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 180 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A CROSS SECTION LOCATION L
A
R
160 E
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 51P 120 120
110 0 110
4
D
D
1
A
A
1 2
E
O
O
T
O O
R
R
U
Y
N N Y
O
E
T
M M
D
R
N
N
A A
E
N
R
U
D D
T
O
U
O
A
G
P
C
T
S
100 G 100
S
E
N
O
L
IL
K
F
H
O
IT
O
O
R
W
R
E
B
C
P
L
N
L
E 90 90 D
U
A
L
O
F
F
N
O
O
L
C
F
)
8
8
D
V 80 80
A
(N
T
E
E
F
IN
N
IO
T 70 70
A
V
E
L
E
Y
C
60 60 N
E
G
A
T
A
N
G E
M
M
,
S
E
Y
N
50 50 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 40 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS C E
STREAM BED R
M
B
E
A B D E F CROSS SECTION LOCATION L
A
R
30 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LONG POND 52P 130 130
120 120
110 110 S
E
IL
K
F
O
O
O
R
R
B
P
L
L 100 100 D
A
O
F
O
L
F
)
8
8
D
V 90 90
A
(N
T
E
E
F
IN
N
IO
T 80 80
A
V
E
L
E
Y
C
70 70 N
E
G
A
T
A
N
K E
M
M
,
S
E
Y
N
60 60 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 50 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B I E H J CROSS SECTION LOCATION L
A
R
40 E
6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LONG POND 53P 130 130
Y
D
U
120 T 120
S
D
D
3
A
D
E
O
A
O
IL
O
R
A
N
R
E
T
M
IL
C
E
A
A
A
D
R D
H
F
C
O 110 110 S
IT
E
IM
IL
K
L
F
O
O
O
R
R
B
P
L
L 100 100 D
A
O
F
O
L
F
)
8
8
D
V 90 90
A
(N
T
E
E
F
IN
N
IO
T 80 80
A
V
E
L
E
Y
C
70 70 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
60 60 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 50 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS O E
STREAM BED R
M
B
E
L M N CROSS SECTION LOCATION L
A
R
40 E
13000 13500 14000 14500 15000 15500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LONG POND 54P 35 35 1% BACKWATER EFFECT FROM TAUNTON RIVER
T
30 S 30
E
D
4
A
W
4
T
O
E
E
R
T
E
M
E
U
R
A
T
O
T
D
A
S
R
V
I
S
H
R
T
U
P
S
U 25 H 25
O
R
E
IT
S
E
W
R
IL
IV
E
E
F
R
C
V
N
I
N
O
O
E
T
R
R
U
N
L
E
F
U
P
G
N
A
O
T
R 20 20 D
C
O
O
F
O
L
F
)
8
8
D
V 15 15
A
(N
T
E
E
F
IN
N
T
IO
E T 10 10
E
A
R
V
T
E
L
S
E
IN
A
M
Y
H
C
T
N 5 U 5
E
O
S
G
K M A
T
A
N
J L E
M
M
,
S
E
Y
N
0 0 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L -5 H E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS C E G E
STREAM BED R
M
B
E
A B D F I CROSS SECTION LOCATION L
A
R
E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WTIH TAUNTON RIVER 55P 45 45
R
E
IV
40 R 40
F
E
G
O
R
E
C
O
N
F
E
O
U
T
L
F
Y
N
R
O
A
S
T 35 C 35
U
E
IB
R
IL
R
T
E
F
V
I
O
R
R
E
P
G
R 30 30 D
O
O
F
O
L
F
)
8
8
D
V 25 25
A
(N
T
E
E
F
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
15 15 N
E
G
A
T
A
N
S E
M
M
,
S
E
Y
N
10 10 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 5 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
N O P Q R CROSS SECTION LOCATION L
A
R
0 E
6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WTIH TAUNTON RIVER 56P 65 65
M 60 T 60
E
A
E
T
D
E
R
Y
D
E
T
A
R
N
S
W
M
T
O
E
R
A
S
E
P
IV
D
L
R
N
R
L
I
U
D
D
B
R
M
A
IL
S
55 G 55
W
E
R
IL
E
F
V
I
O
R
R
E
P
G
R 50 50 D
O
O
F
O
L
F
)
8 THE 2% AND 10% PROFILES ARE TOO CLOSE TO 8 THE 1% ELEVATION TO BE SHOWN SEPARATELY
D
V 45 45
A
(N
T
E
E
F
IN
N
IO
T 40 40
A
V
E
L
E
Y
C
35 35 N
E
G
A
T
A
N
AA E
M
M
,
S
E
Y
N
30 30 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 25 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS U X E
STREAM BED R
M
B
E
T V Y Z L W CROSS SECTION LOCATION
A
R
20 E
12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WTIH TAUNTON RIVER 57P 90 90
85 85
T
E
T
E
E
D
R
E
A
T
R
O
T
S
R
R
S
D
E
K
L
T
A
O
N
O
E
S 80 C 80
E
R
IL
E
F
V
I
O
R
R
E
P
G
R 75 75 D
O
O
F
O
L
F
)
8
8
D
V 70 70
A
(N
T
E
E
F
IN
Y
N
D
IO
U
8
T
65 T 65
3
A
S
V
1
D
E
E
E
L
T
E
IL
U
A
O
T
E
R
E
Y D
T
F
C
A
O
N 60 T 60
S
E
IT
G
IM
A
L
T
A
N
E
M
M
,
S
E
Y
N
55 55 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 50 AD E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS AC AF AH E
STREAM BED R
M
B
E
AB AE AG CROSS SECTION LOCATION L
A
R
45 E
19000 19500 20000 20500 21000 21500 22000 22500 23000 23500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WTIH TAUNTON RIVER 58P 115 115 1% BACKWATER EFFECT FROM WADING RIVER
T
E
D
E
R
R
A
110 T 110
V
S
E
T
L
R
E
D
U
E
E
A
O
T
R
O
B
S
T
E
R
S
R
T
L
C
E
I
T
N
R
V
A
O
I
A
O
R
C
R
E
K
W
S
D
G
O
S
H
N
105 N 105
O
I
E
T
H
D
R
U
O
A
IL
J
O
B
S
W
F
H
H
O
T
C
I
R
N
W
P
A
E
C
R
N
D
100 100 B
E
O
U
E
L
S
F
O
N
O
L
O
F O
C
G
)
8
Y
8
D
D
T
U
V
E
95 T 95
E
A
S
R
N
(
T
D
E
S
T
E
IL
E
E
A
G
F
T
D
E
N
O
I
D
H
N
F
T
O
O
I
S
T 90 E 90
IT
A
W
V
M
I
E
L
L
E
Y
C
85 85 N
E
G
S A
T
A
N
Q R E
M
M
,
S
E
Y
N
80 80 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
M
O
IS
C
Y
1% ANNUAL CHANCE FLOOD R
C
U
L
J 2% ANNUAL CHANCE FLOOD N
O
L 75 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B D I K E
STREAM BED R
M
E
B
A C E F G H J L M N O P CROSS SECTION LOCATION L
A
R
70 E
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WADING RIVER 59P 170 170
)
T
E
E
R
T
Y Y
D D
S
U U
N
T
160 T T 160
A
E
E
U
S S
E
M
N
D D
R
T
E
E E
T
S
V
IL A IL
S
A A
A
D
(E
T T
N
N
6
E E
O
A
0
D D
T
L
1
F F
R
H
E
O
O O
T
IG
S
150 N 150
U
H
K
IT IT
E
O
O
IM R IM
IL
L L
O
E
F
R
T
A
O
B
T
S R
S
D
P
R
D 140 140 A
O
W
O THE 10%, 2% AND 0.2% ANNUAL CHANCE FLOOD PROFILE O
L IS TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD G
F
) TO BE SHOWN SEPARATELY ELEVATION
8
8
D
V 130 130
A
(N
T
E
E
F
IN
N
IO
T 120 120
A
V
E
L
E
Y
C
110 110 N
E
THE 2% ANNUAL CHANCE FLOOD PROFILE IS G TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD A
T
TO BE SHOWN SEPARATELY ELEVATION A
N
E
M
M
,
S
E
Y
N
100 100 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 90 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS C E
STREAM BED R
M
B
E
A B D E CROSS SECTION LOCATION L
A
R
80 E
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CANOE RIVER 60P 140 140
D
L
M 135 N 135
IE
A
O
F
T
T
D
S
E
R
D
E
N
O
L
R
A
N
T
O
R
F
F
M
E
S
F
O
O K
IV
O
N
S
A
R
N
O
W
IN
G
O
W S 130 U 130
T
IN
O
R
E
D
T
K
A
O
IL
W
F O
H
R
O
IT
B
R
W
S
E
E
P
C
G
N 125 125 D
E
D
U
O
O
L
F
O
H
N
L
O
F
C
)
8
8
D
V 120 120
A
(N
T
E
E
F
IN
N
IO
T 115 115
A
V
E
L
E
Y
C
110 110 N
E
G
E A
T
A
N
D F E
M
M
,
S
E
Y
N
105 105 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 100 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS C E
STREAM BED R
M
B
E
A B CROSS SECTION LOCATION L
A
R
95 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WADING RIVER 61P 155 155
150 150
145 145 S
E
K
O
IL
F O
R
O
B
R
S
E
P
G 140 140 D
D
O
O
O
H
L
F
)
8
8
D
V 135 135
A
(N
T
E
E
F
IN
N
IO
T 130 130
A
V
E
L
E
Y
C
125 125 N
E
G
A
T
A
N
G E
M
M
,
S
E
Y
N
120 120 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 115 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
CROSS SECTION LOCATION L
A
R
110 E
5500 6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WADING RIVER 62P 160 160
Y
D
U
155 T 155
S
D
D
E
A
IL
O
A
R
T
IL
E
A
D
R
F
O 150 150 S
IT
E
K
IM
O
IL
L
F O
R
O
B
R
S
E
P
G 145 145 D
D
O
O
O
H
L
F
)
8
8
D
V 140 140
A
(N
T
E
E
F
IN
N
IO
T 135 135
A
V
E
L
E
Y
C
130 130 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
125 125 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 120 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
H CROSS SECTION LOCATION L
A
R
115 E
12000 12500 13000 13500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WADING RIVER 63P 115 115 1% BACKWATER EFFECT FROM SEVEN MILE RIVER
E
U
110 E 110
N
M
U
E
A
N
V
E
D
V A
D
D
R
A
N
N
E
T
O
A
R
IV
L
P
O
R
R
K
P
E
E
C
W B
IL
U
E
S
M
M 105 D 105
N
M
E
U
A
N
C
E
E
IL
R
V
E F
T
S
O
S
H
R
O
IT
M
W
P
E
O
D 100 C 100
N
C
O
E
E
U
O
L K
F
L
A
N
M
F
L
O
A
C
)
D
8
8
D
V 95 95
A
(N
T
E
E
F
IN
Y
N
D
IO
U
T
90 T 90
A
S
V
D
E
E
L
1
E
IL
E
A
T
T
U
E
O
Y
D
R
F
C
O 85 85 N
E
IT
G
IM
A
L
T
A
N
E
M
M
,
S
E
Y
N
80 80 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 75 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B C D CROSS SECTION LOCATION L
A
R
70 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEVEN MILE RIVER 64P 210 210 1% BACKWATER EFFECT FROM BUNGAY RIVER
D
D 200 A 200 D
E
E
R
E
O
5
L
A
D
U
A
IV
C
R
O 9
A
V
N
R
R
Y
E
E
O E
I
R
T
R
L
V
D
N
R
C
E
A
U
N
Y
A
T
H
T
O
IO
O
Y
A
N
C
S
T
S
B
R
G
T
A
R
A
Y
N
D
E
N
A
N
K
E
A
IG
T
N
U
N
L
H
T
R
O
A
E L
B
IN
S
H
S
L
E
T
O 190 IR 190
K
E
IS
R
F
IL
B
F
E
U
O
R
E
N
R
IV
E
R
V
P
Y
D
A 180 A 180
G
Y
O
N
R
U
O
D
L
B
N
H
F
A
IT
)
L
8
W
Y
8
E
E
D
C
D
IV
U
N
V
R
170 T 170
E
A
U
D
S
L
E
A
D
(N
F
E
K
T
IV
N
E
T
IL
R
O
E
S
A
C
D
O
F
T
L
E
L
K
IN
D
Y
A
N
T
F
H
E
IO
O
N
T 160 160
IT
N
A
E
V
IM
K
E
L
L
E
Y
C
150 150 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
140 140 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 130 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B D H E
STREAM BED R
M
B
E
A C E F G CROSS SECTION LOCATION L
A
R
120 E
0 1000 2000 3000 4000 5000 6000 7000 8000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUNGAY RIVER 65P 155 155 1% BACKWATER EFFECT FROM BUNGAY RIVER
Y
D
E E
U
D
IV IV
150 T 150
R
R R
S
A
D
D D
V
D
N
A
Y Y
E
E
O
IO
L
D D
IL
E S E
R
U
A
L
N N N
O
T
E
E
N N
E
B
V
T
E E
D
Y
A
X
E
K K
R
K
F
E
L
Y Y
G
L
O
O
R R
S 145 E 145
A A
O
IT
K
E
M M
R
IM
IL
L
B
F
Y
O
R
D
E
E
R
IV
N
R
P
N
Y
E
D 140 A 140
G
O
K
N
Y
U
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R
L
B
A
H
F
IT
M
)
8
W
8
E
C
D
N V 135 135
E
A
U
L
(N
F
T
N
E
O
E
C
F
IN
N
IO
T 130 130
A
V
E
L
E
Y
C
125 125 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
120 120 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 115 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B CROSS SECTION LOCATION L
A
R
110 E
0 500 1000 1500 2000 2500 3000 3500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUNGAY RIVER 66P 220 220 1% BACKWATER EFFECT FROM TEN MILE RIVER
E
U
N
210 E 210
D D
V
T
T
A A
E
E
E
T
A
O O E
E
N
E
H
R
R
E
A
R R
T
T
T
R
Y Y
L
L
T
R R S
E
S
A
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E
G
N
S
IC
T T
A
W
N
IN
M
E E
L
N
R
A
M
M M
E
J
P
O
Y
E E
K
L
S
S
M 200 C C 200
O
E
M
O
O
IL
R
C
F
B
R
O
K
E
R
R
IV
A
R
Y
P
D
E
P
U
IL
D
T 190 190 N
M
O
S
E
O
N
D
N
S
O
E
E
A
A
L
IL
T
L
A
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F
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M
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)
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D
8
W
D
N
8
F
E
A
L
D
C
O
V 180 N 180
IT
E
A
U
IM
L
(N
L
F
T
N
E
E
O
C
F
IN
N
IO
T 170 170
A
V
E
L
E
Y
C
160 160 N
E
G
A
T
A
N
F E
M
M
,
S
E
Y
N
150 150 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 140 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B C D E CROSS SECTION LOCATION L
A
R
130 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 67P 30 30 TIDAL EFFECT FROM TAUNTON RIVER
25 H 25
R
T
T
IT
E
E
T
E
W E
E
E
IV
D
E
R
R
E
A
R
R
T
T
C
O
T
N
N S
R
S
O
E
S
L
G
IL
T
L
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IR
A
IN
N
E
L
E
R
F
R
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G
P
N W
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IN
S
S
O 20 T 20
C
E
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R
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R
R
L
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L
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M
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L
F
)
8
8
D
V 10 10
A
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T
E
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F
IN
N
IO
T
T 5 5
E
A
E
V
R
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L
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R
Y
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T
C
IN 0 L 0 N
E
W
G
K P A
T
A
N J O E
M
M N ,
S
E
Y
N
-5 -5 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L -10 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B D G I E
STREAM BED R
M
B
E
A C E F H CROSS SECTION LOCATION L
A
R
-15 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 68P 50 50
T
E 45 T 45
E
E
E
R
T
R
T
S
S
N
T
O
E
T
N
G
N
IN
A
H
H
S
S 40 O 40
A
C
E
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F
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R
R
L
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L
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8
8
D
V 30 30
A
(N
T
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E
F
IN
N
IO
T 25 25
A
V
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L
E
Y
C
20 20 N
E
G
A
T
A
N
X E
M
M
,
S
E
Y
N
15 15 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 10 E
L
T
G
10% ANNUAL CHANCE FLOOD A R R
IS T E
STREAM BED R Q M
B
E
S U V W CROSS SECTION LOCATION L
P A
R
5 E
6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 69P 60 60
T
E
E
T
55 R 55
E
T
E
R
S
1 2
T
IA
O O
S
N
H
N N
N
T
A
M M
R
A A
IT
O
D D
R
F
N
B
S
A 50 T 50
D
S
E
E
IL
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R
F
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IV
R
R
L
P
L
I 45 45 D
M
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O
L
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)
8
8
D
T
Y
E V 40 40
A
E
A
R
W
T
(N
D
D
T
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S
A
E
O
N
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L
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R
F
F
T
IL
F
N
A
IN
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R
N
T
IT
IO
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T
35 H 35
IM
A L
W
V
E
L
E
Y
C
30 30 N
E
G
AO A
T
A
N
AN E
M
M
,
S
E
Y
N
25 25 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 20 AF AJ E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS AA AE AI AM E
STREAM BED R
M
B
E
Y Z AB AC AD AG AH AK AL CROSS SECTION LOCATION L
A
R
15 E
12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 70P 120 120 MULBERRY BROOK POQUANTICUT BROOK
Y
D
E
U
C
T
K 115 T 115
N
E
T
E
O
S
E
E
U
D
R
E O
L
E
T
F
R
R
IL
T
N
S
B
A
O
D
S
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N
H
C
T
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A
F
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L
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S
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IG
S
T 110 IN 110
H
IT
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O
N
P
IM
A
IL
L
U
F
Q
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O
R
P
P
&
105 105 D
K
F
K
O
O
O
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O
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R
R
L
N
B
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)
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Y
L
8
V
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8
A
N
R
E
O
D
B
E
C V 100 100
B
A
L
(N
U
T
E
M
E
F
IN
N
IO
T 95 95
A
V
E
L
E
Y
C
90 90 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
85 85 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 80 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B D E
STREAM BED R
M
B
E
A C E F CROSS SECTION LOCATION L
A
R
75 E
17000 17500 18000 18500 19000 19500 20000 20500 D
E
F STREAM DISTANCE IN FEET ABOVE PLAIN STREET 71P 115 115
Y
T
T
D
E
E
U
L
L
T 110 T 110
E
S
IN
U
-
U
O
E
D
-
N
D
E
U
E
E
A
U N
V IL
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E
N
A A
R
V
E
T
L
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I
A
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A
A
D
L
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R
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S
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B 105 D 105
K
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A
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B
IL
L
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F
R
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S
R
L
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K 100 100 H
R
N
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B
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L
L
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S
F
T
F
A
)
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F
8
8
O
N
Y
W
D
T
V
O
95 I 95
T
A
C
N
(
T
E
E
F
N
I
N
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I
T 90 90
A
V
E
L
E
Y
C
85 85 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
80 80 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
M
O
IS
C
Y
1% ANNUAL CHANCE FLOOD R
C
U
L
J 2% ANNUAL CHANCE FLOOD N
O
L 75 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
E
B
CROSS SECTION LOCATION L
A
R
70 E
0 500 1000 1500 2000 2500 3000 3500 4000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 72P DF
45 45 1% BACKWATER EFFECT FROM ROCKY RUN
E
Y
G
D
ID
U
R
40 T 40
B
S
T
D
E
E
E
IL
R
A
T
T
S
E
E
D
C
F
N
E
O
K 35 35 S
ID
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E
V
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O
IM
IL
L
R
R
P
F
B
O
P
N
R
M
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R
A
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Y
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D 30 K 30
C
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A
H
L
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IT F
)
W
8
E
8
C
N
D
E V 25 25
U
A
L
F
(N
N
T
O
E
C
E
F
IN
N
IO
T 20 20
A
V
E
L
E
Y
C
15 15 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
10 10 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 5 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS C E
STREAM BED R
M
B
E
A B D CROSS SECTION LOCATION L
A
R
0 E
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH ROCKY RUN 73P 25 25
TIDAL EFFECT FROM UPPER WARREN RIVER TIDAL EFFECT FROM UPPER WARREN RIVER*
20 20
15 15 S
E
R
IL
E
F
IV
O
R
R
R
E
P
M 10 10 D
L
O
A
P
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L
F
)
8
8
D
V 5 5
A
N
(
T
E
E
F
STRUCTURE IS NOT SHOWN WITHIN THE PANEL
N
N
I
(TOP OF ROAD 29.99, BOTTOM 25.19) U
R
N
O
Y
I
E
K T 0 0
U
5 5
C
A
9 9
N
O
V
E
E 1 1
R
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L
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A
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A A
IT
R
T T
E
S S
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E
R R
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R
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C
C
L
T T
N
L
E
N H
A
IN IN
A
-5 U -5 T
E
E
F
L
O
S
F
G
B
N
N
A
O
A
O
H
C
W
T
E
A
S
R
N
F
F E E
O
O
M
M
,
N
N
S
E
W
Y
W
N
G -10 O -10
O
T
T
IO
A
T
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L -15 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B D E
STREAM BED R
M
B
E
A C CROSS SECTION LOCATION L
A
R
-20 E
-1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 D
E * SWEL ELEVATION FROM JULY 7, 2009 COUNTYWIDE ANALYSIS F STREAM DISTANCE IN FEET ABOVE FALL RIVER AVENUE BRIDGE 74P 30 30 TIDAL EFFECT FROM UPPER WARREN RIVER*
T
25 E 25
E
R T
E
T
E
S
R
E
M
T
C
A
S
N
D
D
E
E
ID
E
V
R
O 20 20 S
R
E
P
R
IL
E
F
IV
O
R
R
R
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P
M 15 15 D
L
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A
P
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L
F
)
8
8
D
V 10 10
A
N
(
T
E
E
F
N
I
N
O
I
T 5 5
T
A
E
V
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R
L
T
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S
R
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L
Y
E
E C
H 0 0 N
W
E
G
A
J
T
A
N
H I K E
M
M
,
S
E
Y
N
-5 -5 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L -10 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS G E
STREAM BED R
M
B
E
F CROSS SECTION LOCATION L
A
R
-15 E
12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 D
E * SWEL ELEVATION FROM JULY 7, 2009 COUNTYWIDE ANALYSIS F STREAM DISTANCE IN FEET ABOVE FALL RIVER AVENUE BRIDGE 75P 40 40
K
35 H 35
T
O
E
IT
O
E
R
W
R
E
B
T
C
D
S
N
N
R
E
O
E
U
P
M
L
F
IN
M
N
B
U
S
O
30 A S 30
C
E
S
R
IL
E
F
IV
O
R
R
R
E
P
M 25 25 D
L
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A
P
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L
F
)
8
8
D
V 20 20
A
(N
T
E
E
F
IN
N
IO
T 15 15
A
V
E
L
E
Y
C
10 10 N
E
G
O A
T
A
N
N E
M
M
,
S
E
Y
N
5 5 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 0 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
L M CROSS SECTION LOCATION L
A
R
-5 E
25000 26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 36000 37000 38000 D
E
F STREAM DISTANCE IN FEET ABOVE FALL RIVER AVENUE BRIDGE 76P 50 50
H
C
N
T 45 H 45
T
D
E
A
E
IT
E
R
A
R
E
E
R
O
B
W
R
T
IV
T
E
T
R
S
C S
H
R
S
H
E
T
N
R
P
T
E
E
R
O
W
R
U
A
R M
D
L
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L
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M
F
F
N
A
N
IL
N
IN
P
A
S
O
A
W
W 40 T 40
C
D
E
S
R
A
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E
F
IV
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R
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P
M 35 35 D
L
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F
)
8
8
D
V 30 30
Y
A
D
U
(N
F
T
T
E
O
S
E
D
IT
F
E
IL
IM
IN
L
A
N
T
E
IO
D T 25 25
A
V
E
L
E
Y
C
20 20 N
E
G
A
T
A
N
U E
M
M
,
S
E
Y
N
15 15 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 10 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS Q T E
STREAM BED R
M
B
E
P R S CROSS SECTION LOCATION L
A
R
5 E
38000 39000 40000 41000 42000 43000 44000 45000 46000 47000 48000 49000 50000 51000 D
E
F STREAM DISTANCE IN FEET ABOVE FALL RIVER AVENUE BRIDGE 77P 65 65
Y Y
D D
U U
60 T T 60
S S
D
6
D D
A
E
E E
M
O
T
A
IL IL
R
U
A A
D
S
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L
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F F
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A
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S 55 55 E
IT IT
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IM IM
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R
F
T
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N
P A
D 50 50 M
A
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8
8
D
V 45 45
A
(N
T
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E
F
IN
N
IO
T 40 40
A
V
E
L
E
Y
C
35 35 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
30 30 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 25 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B C CROSS SECTION LOCATION L
A
R
20 E
28000 29000 30000 31000 32000 33000 34000 35000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SLOCUMS RIVER 78P 150 150
145 6 145
0
M
1 A
E
D
T
D
U
N
O
O
R
P
E
T
W
A
K
E
T
S
N 140 140 O
S
E
O
R
IL
F
B
T
O
U
R
IC
P
T
D 135 135 N
A
O
U
O
Q
L
O
F
P
)
8
8
D
V 130 130
A
(N
T
E
E
F
IN
N
IO
T 125 125
A
V
E
L
E
Y
C
120 120 N
E
G
A
T
A
N
J E
M
M
,
S
E
Y
N
115 115 G
T
IO
A
T
LEGEND N
N
IC
A THE 2% ANNUAL CHANCE FLOOD PROFILE IS 0.2% ANNUAL CHANCE FLOOD U
D
TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD O
M
IS
Y
1% ANNUAL CHANCE FLOOD R TO BE SHOWN SEPARATELY C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 110 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS H E
STREAM BED R
M
B
E
G I CROSS SECTION LOCATION L
A
R
105 E
20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 26000 26500 D
E
F STREAM DISTANCE IN FEET ABOVE PLAIN STREET 79P 180 180
E
T 175 U 175
E
N
E
E
E
R
V
G
T
A
ID
S
G
R
T
A
B
U
O
T
N
P
O
T
A
O
S
S
F
K
E
S
S
H
O
170 A 170
C
E
O
M
R
IL
F
B
T
O
U
R
IC
P
T
D 165 165 N
A
O
M
U
A O
Q
L
D
O
E
F
T
P
)
A
8
V
I
8
R
P
D
V 160 160
A
(N
T
E
E
F
IN
N
IO
T 155 155
A
V
E
L THE 2% ANNUAL CHANCE FLOOD PROFILE IS E TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD TO BE SHOWN SEPARATELY
Y
C
150 150 N
E
G
A
T
A
N
R E
M
M
,
S
E
Y
N
145 145 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 140 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS L O Q E
STREAM BED R
M
B
E
K M N P CROSS SECTION LOCATION L
A
R
135 E
26500 27000 27500 28000 28500 29000 29500 30000 30500 31000 31500 32000 32500 D
E
F STREAM DISTANCE IN FEET ABOVE PLAIN STREET 80P 205 205
Y
D
U
T
200 T 200
E
E
S
R
D
T
E
IL
S
A
D
T
N
E
A
D
L
K
F
K
C
O
S
O 195 195 O
IT
R
E
O
IM
R
IL
L
F
B
T
O
U
R
IC
P
T
D 190 190 N
A
O
U
O
THE 2% ANNUAL CHANCE FLOOD PROFILE IS Q
L
O
TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD F
P
)
8 TO BE SHOWN SEPARATELY
8
D
V 185 185
A
(N
T
E
E
F
IN
N
IO
T 180 180
A
V
E
L
E
Y
C
175 175 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
170 170 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 165 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS T E
STREAM BED R
M
B
E
S U CROSS SECTION LOCATION L
A
R
160 E
32500 33000 33500 34000 D
E
F STREAM DISTANCE IN FEET ABOVE PLAIN STREET 81P 115 115
T
E
8
T 110 E 110
T
E
M
3
R
E
E
A
T
E
1
R
D
R
E
S
T
T
T
D
N
S
U
S
O
N
E
O L
T
O
A
IK
G
R
P
R
P
E
N
IN
T
N
T
A
H
N
R
A
E
S
E
U T
S
D
A 105 C 105
T S
E
W
K
IL
O
F
O
R
O
R
B
T
P
CULVERT E
S
Y 100 100 D
Y
T
E
T
O
N
U
N
U
O
Q
U
O
L
O
C
F
C
H
L
T
)
O
U
8
T
O
8
IS
M
D
R
Y
V
B 95 L 95
A
P
(N
T
E
E
F
IN
N
IO
T 90 90
A
V
E
L
E
Y
C
85 85 N
E
M
A
G
D
A
D
T
N
A
O
N
P
E
E
M
S
M
,
S
R
E
Y
O
N
80 80 G
N
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 75 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B G I E
STREAM BED R
M
B
E
A C D E F H CROSS SECTION LOCATION L
A
R
70 E
1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 D
E
F STREAM DISTANCE IN FEET ABOVE WALNUT STREET 82P 125 125
120 120
115 115 S
E
K
IL
O
F
O
R
O
R
B
T
P
E
S 110 110 D
E
O
U
O
Q
L
F
)
8
8
D
V 105 105
A
(N
T
E
E
F
IN
N
IO
T 100 100
A
V
E
L
E
Y
C
95 95 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
90 90 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 85 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
J CROSS SECTION LOCATION L
A
R
80 E
8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 13500 14000 14500 D
E
F STREAM DISTANCE IN FEET ABOVE WALNUT STREET 83P 140 140
THE 2% ANNUAL CHANCE FLOOD PROFILE IS TOO THE 1% ANNUAL CHANCE FLOOD CULVERT TO BE SHOWN SEPARATELY 135 135
K
F
O
T
O
O
E
E
R
E
C
R
B
N
T M
E
N
A
S
U
A
D
L
IN
M
F
A
N
IT
O
M
H
S
C
130 W 130
E
K
IL
O
F
O
R
O
R
B
T
P
E
S
D 125 T 125
E
E
O
E
U
R
O
D
Q
T
A
L
S
O
F
R
IC
N
IL
)
A
8
A
8
H
R
C
D
A V 120 120
A CULVERT M
(N
T
E
E
F
IN
N
IO
T 115 115
A
V
E
L
E
M
A
D
Y
C
110 110 N
E
G
A
T
A
N
M E
M
M
,
S
E
Y
N
105 105 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 100 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
K L CROSS SECTION LOCATION L
A
R
95 E
14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 20000 20500 21000 D
E
F STREAM DISTANCE IN FEET ABOVE WALNUT STREET 84P 175 175
T
170 E 170
E
D
R
E
E
T
A
G
G
O
S
ID
ID
R
M M M
R
R
IN
S
A A A
B
B
A
S
D D D
T
R
E
M
O
O
C
H
O
O
C
F
F
T
A
R 165 165 S
O
E
N
K
IL
O
F
O
R
O
R
B
T
P
E
S 160 160 D
E
O
U
O
Q
L
F
)
8
8
D
V 155 155
A
E
(N
N
T
A
E
L
E
M
R
A
F
E
D
K
IN
IC
N
P
IO
T 150 150
A
V
E
L
E
Y
C
145 145 N
E
G
A
T
A
N
E
M
M CULVERT ,
S
E
Y
N
140 140 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 135 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
N O P Q CROSS SECTION LOCATION L
A
R
130 E
21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 D
E
F STREAM DISTANCE IN FEET ABOVE WALNUT STREET 85P 200 200
Y
D
U
195 T 195
T
E
S
E
D
R
E
T
IL
S
A
T
N
E
O
D
T
N F
A
O
S 190 C 190
IT
E
K
IM
IL
O
L
F
O
R
O
R
B
T
P
E
S 185 185 D
E
O
U
O
Q
L
F
)
8
8
D
V 180 180
A
(N
T
E
E
F
IN
N
IO
T 175 175
A
V
E
L
E
Y
C
170 170 N
E
G
A
T
A
CULVERT N
E
M
M
,
S
E
Y
N
165 165 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 160 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
R S T CROSS SECTION LOCATION L
A
R
155 E
25500 26000 26500 27000 27500 28000 D
E
F STREAM DISTANCE IN FEET ABOVE WALNUT STREET 86P 70 70 TIDAL EFFECT FROM TAUNTON RIVER
Y
D
T
U
E
60 T 60
4
E
D
S
R
A
2
D
T
E
O
D
E
)
T
R
S
A
IL
U
N
O
S
M
IN
A
O
R
A
W A
T
W
R
IL
D
E
O
E
O
M A
D
R
T
R
H
T
R
F
A
T
E
A
T
O
U
S
N
E 50 S 50
O
IT
E
R
S
IM
IL
L
(F
F
K
O
O
E
O
V
R
O
R
C
P
B
S
D
E 40 40 E
N
K
O
Y
A
A
O
P
N
L
H
S
F
T
E
I
L
)
W
8
T
E
8
T
C
D
N
A
V
30 E 30
R
A
U
N
L
(
F
T
N
E
O
E
C
F
N
I
N
O
I
T 20 20
A
V
E
L
E
Y
C
10 10 N
E
G
A
T
A
N
E
M
)
M
,
S
E
Y
N
0 0 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L -10 E
L
T 10% ANNUAL CHANCE FLOOD G
(A
R
IS
E
STREAM BED R
M
B
E
A B C D E F G CROSS SECTION LOCATION L
A
R
-20 E
0 500 1000 1500 2000 2500 3000 3500 4000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PAYNES COVE 87P 210 210 1% BACKWATER EFFECT FROM TEN MILE RIVER
E
Y
)
U
D
H
N
U
H
E
G 200 T 200
T
V
R
T
E
I
U
S
E
E
A
IV T
D
W
E
V
O
I
E
H
E
R
R
E
R
R E
T
IL
T
C
D
L
R
E
O
A
E
N
S
A T
L
T
I
T
E
B
E
E
E
S
A
U
N
E
M
W
Y
D
L
V
L
I
W
N
F
N
F
IV
R
T
O
E
O
N
P
O
T
T
S
O
T 190 M 190
C
IT
E
M
A
O
IM
IL
H
L
C
T
F
R
O
O
R
(N
P
K
180 180 D
O
O
O
R
O
B
L
F
E
K
)
8
A
8
N
D
S V 170 170
E
A
L
N
(
T
T
T
E
E
A
F
R
N
I
N
O
I
T 160 160
A
V
E
L
E
Y
C
150 150 N
E
G
A
T
A
N
E
M
)
M
,
S
E
Y
N
140 140 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 130 E
L
T 10% ANNUAL CHANCE FLOOD G
(A
R
IS
E
STREAM BED R
M
B
E
A B C D E F G CROSS SECTION LOCATION L
A
R
120 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 88P 150 150
R
E
IV
R
Y
E
N
D
IL
U
E
IO
145 T 145
U
S
M
N
S
N
N
E
E
E
D
V
T
V
E E
E
X
IL
A
IN
S
A
E
L
N
E
E
T
H
W
E
M
IV
IP
IT
A
D
P
R
L
A
F
W
K
E
D
E
C
O
D R
S
C 140 O 140
D
IT
T
N
E
R
O
E
T
IM
S
U
IL
L
L
E
F
F
U
N
O
O
N
C
E
R
V
P
A
135 135 D N
O
W
O
A
L
L
F
K
C
)
8
O
8
R
D
V 130 130
A
(N
T
E
E
F
IN
N
IO
T 125 125
A
V
E
L
E
Y
C
120 120 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
115 115 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 110 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
A B C D CROSS SECTION LOCATION L
A
R
105 E
0 200 400 600 800 1000 1200 1400 1600 1800 2000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEVEN MILE RIVER 89P 35 35 1% BACKWATER EFFECT FROM PALMER RIVER
K
30 H 30
O
T
IT
O
E
R
E
W
R
B
E
T
P
C
S
N
M
E
N
A
U
O
W
L
S
F
S
A
N
K
M
S
O
25 A 25
C
E
O
IL
N
F
U
O
R
R
Y
K
P
C
D
H
20 20 O
IT
R
O
R
E
W
O
IV
E
L
C
R
F
N
R
E
E
)
U
M
8
L
L
8
F
A
N
D
P
O V 15 15
C
A
(N
T
E
E
F
IN
N
E
IO
H
G
A
T 10 T 10
E
ID
A
O
S
R
V
B
N
E
B
O
A
L
H
T
E
W
E
E
E
S
R
F
R
F
T
O
O
Y
S
N
C N
IS
W
W
N
V 5 O 5
O
E
A
T
T
D
G
A
T
A
N
E
M
M
,
S
E
Y
N
0 0 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L -5 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B E
STREAM BED R
M
B
E
A C D E CROSS SECTION LOCATION L
A
R
-10 E
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PALMER RIVER 90P 60 60
H
A
T
55 T 55
E
E
T
O
S
D
E
E
B
N
E
A
R
O
R
A
O
T
H
T
W
R S
E
E
S
T
S
R
T
N
F
IN
F
A
A
T
O
O
V
S
I
R
N
N
A
R
A
E
W
P
W
S
L
M
50 O 50
O
P
E
T
T
IL
N
F
U
O
R
R
Y
K
P
C
D
45 45 O
O
R
O
L
F
)
8
8
D
V 40 40
A
(N
T
E
E
F
IN
N
IO
T 35 35
A
V
E
L
E
Y
C
30 30 N
E
G
L A
T
A
N
K E
M
M
,
S
E
Y
N
25 25 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 20 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS G I E
STREAM BED R
M
B
E
H J CROSS SECTION LOCATION L
F A
R
15 E
13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PALMER RIVER 91P 85 85
Y
D
U
80 T 80
D
S
A
D
E
O
IL
R
M
A
E
A
T
T
D
E
A
D
V
I
F
R
P
O 75 75 S
IT
E
IM
IL
L
N
F
U
O
R
R
Y
K
P
C
D
70 70 O
O
R
O
L
F
)
8
8
D
V 65 65
A
(N
T
E
E
F
IN
N
IO
T 60 60
A
V
E
L
E
Y
C
55 55 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
50 50 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 45 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS N E
STREAM BED R
M
B
E
M CROSS SECTION LOCATION L
A
R
40 E
26000 27000 28000 29000 30000 31000 32000 33000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PALMER RIVER 92P 90 90
85 T 85
E
E
T
R
E
T
E
S
)
R
R
T
E
H
IN
S
V
A
I
C
E
R
M
A
IN
E
E
T
P
L
I
S
R
S
A
80 M 80
E
E
R
E
E
E
IL
R
W
F
H
T
O
O
H
(L
R
T
I
R
P
W
E
E
D
C 75 75 IV
N
R
O
E
U
O
D
L
F
L
R
N
F
O
O
F
)
C
8
M
8
U
D
R V 70 70
A
N
(
T
E
E
F
N
I
N
O
I
T 65 65
A
V
E
L
E
Y
C
60 60 N
E
G
L A
T
A
N
J K M E
M
M
,
S
E
Y
N
55 55 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
M
O
IS
C
Y
1% ANNUAL CHANCE FLOOD R
C
U
L
J 2% ANNUAL CHANCE FLOOD N
O
L 50 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS H E
STREAM BED R
M
E
B
A B C D E F I L G CROSS SECTION LOCATION
A
R
45 E
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH THREE MILE RIVER 93P 110 110
Y
D
U
105 T 105
S
T
E
D
E
1 2
E
R
O O
IL
)
T
N N
A
S
H
T
S
M M
C
E
S
A A
D
A
O
D D
F
E
R
O
C
R 100 100 S
IT
E
R
M
E
I
IL
L
W
F
O
O
(L
R
R
P
E
D 95 95 IV
R
O
O
D
L
R
F
O
F
)
8
M
8
U
D
R V 90 90
A
N
(
T
E
E
F
N
I
N
O
I
T 85 85
A DAM CREST
V
E
L
E
Y
C
80 80 N DAM CREST E
G
A
T
A
N
E
M
M
,
S
E
Y
N
75 75 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
M
O
IS
C
Y
1% ANNUAL CHANCE FLOOD R
C
U
L
J 2% ANNUAL CHANCE FLOOD N
O
L 70 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
E
B
N O P Q R S T U V CROSS SECTION LOCATION L
A
R
65 E
11000 12000 13000 14000 15000 16000 17000 18000 19000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH THREE MILE RIVER 94P 130 130
125 IR 125
O
T
V
E
R
E
E
R
S
)
T
E
H
S
R
C
N
IN
A
O
A
T
E
M
R
R
S
120 O 120
E
N
R
E
IL
P
F
P
O
(U
R
R
E
P
D 115 115 IV
O
R
D
O
R
L
F O
F
)
8
M
8
U
D
R V 110 110
A
(N
T
E
E
F
IN
N
IO
T 105 105
A
V
E
L
E
Y
C
100 100 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
95 95 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 90 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS C E
STREAM BED R
M
B
E
A B D E CROSS SECTION LOCATION L
A
R
85 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 D
E
F STREAM DISTANCE IN FEET ABOVE NORTON RESERVOIR 95P 155 155
M
A
D
150 D 150
N
T
T
O
E
E
E
E
P
R
R
N
T
T
)
A
S
S
H
M
G
W
G
C
O
IN
IN
A
L
R
E
IL K
P
F
R
S
S 145 W 145
O
E
R
S
E
N
IL
I
P
U
F
P
R
O
(U
R
R
E
P
D 140 140 IV
O
R
D
O
R
L
F O
F
)
8
M
8
U
D
R V 135 135
A
T
E
(N
E
T
R
E
T
E
F
S
T
IN
S
E
N
W
IO
T 130 130
A
V
E
L
E
Y
C
125 125 N
E
G
P A
T
A
N
O E
M
M
,
S
E
Y
N
120 120 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 115 N E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS H K M E
STREAM BED R
M
B
E
G I J L CROSS SECTION LOCATION L
F A
R
110 E
6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 D
E
F STREAM DISTANCE IN FEET ABOVE NORTON RESERVOIR 96P 185 185
180 180
T
E
T
E
E
D
R
E
A
T
R
)
O
M
T
S
R
H
A
H
S
IL
D
C
C
H
A
R
A
R
IG
U
E
H
H
R
S 175 C 175
E
R
E
IL
P
F
P
O
(U
R
R
E
P
D 170 170 IV
O
R
D
O
R
L
F O
F
) CHAUNCY STREET CULVERT
8
M
8
U
D
R V 165 165
A
(N
T
E
E
F
IN
N
IO
T 160 160
A
V
E
L
E
Y
C
155 155 N
E
G
Y A
T
A
N
E
X M
M
,
S
E
Y
N
150 150 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 145 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS R T E
STREAM BED R
M
B
E
Q S U V W CROSS SECTION LOCATION L
A
R
140 E
13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 D
E
F STREAM DISTANCE IN FEET ABOVE NORTON RESERVOIR 97P 195 195
Y
D
U
190 T 190
T
E
S
E
D
D
R
E
A
T
IL
)
O
A
S
R
H
Y T
IL
E
C
T
A
D
N
A
R
U
F
E
O
O
R
S 185 C 185
IT
E
R
E
IM
IL
L
P
F
P
O
(U
R
R
E
P
D 180 180 IV
O
R
D
O
R
L
F O
F
)
8
M
8
U
D
R V 175 175
A
(N
T
E
E
F
IN
N
IO
T 170 170
A
V
E
L
E
Y
C
165 165 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
160 160 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M
IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 155 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS AA E
STREAM BED R
M
B
E
Z AB CROSS SECTION LOCATION L
A
R
150 E
19500 20000 20500 21000 D
E
F STREAM DISTANCE IN FEET ABOVE NORTON RESERVOIR 98P