VOLUME 4 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 25005CV004B
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
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E
Y
C
5 5 N
E
G
A
T
A
N
I 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 10% ANNUAL CHANCE FLOOD G
(A
R
IS
E
STREAM BED R
M
B
E
E F G H CROSS SECTION LOCATION L
A
R
-10 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 109P 50 50
45 45
)
H
C
A
E
R
R
S
40 40 E
E
W
IL
O
F
(L
O
R
R
E
IV
P
R 35 35 D
T
O
E
O
S
L
N
F
A
)
G
8
E
Y
8
R
D
Y
D
U
G
R
V
30 T 30
E
A
F
A
T
T
S
E
S
O
E
U
D
(N
E
E
R
T
C
IB
E T
IL
R
N
E
A
E
S
T
F
T
R
U
D
E
L
E
E
F
D
IN
T
N
N
M
N
F
O
E
A
IO
C
C
N
T 25 25
IT O
N
A
U
V
IM
E
L
L
E
Y
C
20 20 N
E
G
A
T
A
N
M 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
E
STREAM BED R
M
B
E
J K L CROSS SECTION LOCATION L
A
R
5 E
12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 110P 110 110
)
T
T
105 T 105
E
E
E
4
E
E
1 2
E
R
R
)
4
R
# #
T
T
E
T
H H
H
T
S
S
T T
S
C
U
P
S
A A
Y
O
A
O
R
A
P P
E
R
E
T T
. R W
V
H
I
E
IR IR
T
R L
.S
N
L
D D
U
R
IN
A S
U
E
100 L 100
G
E
(W
P
P
IL
F
(U
O
R
R
E
IV
P
R
D
N
95 N 95
T
O
O
O
E
T
T
H
O
S
N
U
L
IG
N
A
F
D
A
F
T
G
)
F
O
8
E
O
N
8
R
Y
W
D
G
IT
O V 90 90
E
C
T
A
S
(N
T
E
E
F
IN
N
IO
T 85 85
A
V
E
L
E
Y
C
80 80 N
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
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 D F H J E
STREAM BED R
M
B
E
A B C E G I CROSS SECTION LOCATION L
A
R
65 E
39000 39500 40000 40500 41000 41500 42000 42500 43000 43500 44000 44500 45000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 111P 120 120
Y
D
U
115 T 115
T
S
E
D
)
E
E
H
R
IL
T
C
A
S
T
A
E
E
E
B
D
E
R F
L
G
R
O
S
110 110 E
IT
E
P
IM
P
IL
L
F
(U
O
R
R
E
IV
P
R
105 105 D
T
O
E
O
S
L
N
F
A
G
)
8
E
8
R
D
G V 100 100
E
A
S
(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
K L CROSS SECTION LOCATION L
A
R
75 E
45000 45500 46000 46500 47000 47500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 112P 95 95
Y
90 T 90
Y
T
N
T
E
U
E
N
O
R
U
T
C
O
E
S
C
C
Y
L
N
T
O
E
N
T
ID
U
IS
V
O
R
S
O
C
85 B 85
R
R
E
P E
IL
IV
F
R
O
E
R
IL
P
M
D 80 80 N
E
O
V
O
E
L
S
F
)
8
8
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
G H E )
M
M
,
S
E
Y
N
60 60 G
T
5
IO
A
9
T
LEGEND N
N
D
E
IC
A
T
A 0.2% ANNUAL CHANCE FLOOD U
O
A
D
O
T
R
M
IS
S
IL
Y
R R 1% ANNUAL CHANCE FLOOD
A
C
E
C
U
R
L
T
N 2% ANNUAL CHANCE FLOOD J
IN
O
L 55 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R (
IS
E
STREAM BED R
M
B
E
A B C D E F CROSS SECTION LOCATION L
A
R
50 E
1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 113P 100 100
95 M 95
A
F
E
E
E
O
U
R
E
U
T
N
C
N
E
S
E
N
V
O
V
E
A
U
M
A
S
L
O
Y
F
A
O
N
C
IT
R
E
O
P
K S 90 C 90
R
A
E
L
E
IL
IV
F
R
O
E
R
IL
P
M
D 85 85 N
E
O
V
O
E
L
S
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
A
T
A
N
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 2% ANNUAL CHANCE FLOOD J
O
L 60 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R (
IS K E
STREAM BED R
M
B
E
I J L M N O CROSS SECTION LOCATION L
A
R
55 E
8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 13500 14000 14500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 114P 115 115
110 110
M
T
A
E
D
E
R
D
T
N
O
S
D
P
A
S
E
R
R
R
S
105 O 105
R
E
E
IL
IV
F
R
O
E
R
IL
P
M
D 100 100 N
E
O
V
O
E
L
S
F
)
8
8
D
V 95 95
A
(N
T
E
E
F
IN
N
IO
M T 90 90
A
A
T
V
M
D
E
E
A
E
S
L
R
K
E
D
T
R
S
O
S
S
T
A
W
Y
S
P
R
E
Y
E
C
T
B
W
N 85 A 85
E
W
G
A
T
A
N
T U 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 R E
STREAM BED R
M
B
E
P Q S CROSS SECTION LOCATION L
A
R
70 E
14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 20000 20500 21000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 115P 150 150
M
A
E
145 R 145
T
F
D
S
O
E
A
E
U
O
C
N
R
N
E
L
E
V
E
U
V
L
A
F
A
N
R
N
W
G
O
A
S
C
140 L 140
R
E
K
E
C
IL
O
IV
R
F
R
O
E
R
IL
P
M
D 135 135 N
E
O
V
O
E
L
S
F
)
8
8
D
V 130 130
A
D
M
A
(N
A
O
T
D
R
E
L
E
T
S IL
H
F
O
G
M
IN
U
P
D
N
O
D
L
L
R
O
IO
O
O
O
T 125 125
R
B
A
O
E
V
L
B
E
T
E
L
L
T
E
T
A
T
H
A
T
F
Y
R
O
O
C
M
Y
A
N
N
F 120 IT 120
E
D
C
O
G
IR
N
O
A
V
W
R
O
T
E
A
T
N
S
E AA E )
R
M
M
,
R
S
E
E
Y
N
H 115 115 G
T
T
IO
A
U
T
N
L LEGEND
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
V W X Y CROSS SECTION LOCATION L
A
R
105 E
21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 26000 26500 27000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 116P 185 185
180 180
E
E
E
U
IV
G
N
R
E
ID
V
D
R
E
A
B
T
S
T
A
M
O
V
I
A
O
R
D
F
P
S 175 A 175
R
E
E
IL
IV
F
R
O
E
R
IL
P
M
D 170 170 N
E
O
V
O
E
L
S
F
)
8
8
T
D
E V 165 165
E
A
R
T
(N
T
S
E
N
E
O
F
T
G
IN
IN
N
H
IO
S
T 160 160
A
A
W
V
E
L
E
Y
C
155 155 N
E
G
A
T
A
N
AH AI AJ E )
M
M
,
S
E
Y
N
150 150 G
5
T
IO
A
9
T
LEGEND N
N
2
E
IC
A
U T 0.2% ANNUAL CHANCE FLOOD
D
A
O
M
T
IS
S
Y
1% ANNUAL CHANCE FLOOD R
C
R
C
U
E
L
T
N 2% ANNUAL CHANCE FLOOD J
O
L
E 145 IN
L
T
G
10% ANNUAL CHANCE FLOOD A
R (
IS AC E
STREAM BED R
M
B
E
AB AD AE AF AG CROSS SECTION LOCATION L
A
R
140 E
27000 27500 28000 28500 29000 29500 30000 30500 31000 31500 32000 32500 33000 33500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 117P 205 205
Y
D
U
D 200 T 200
A
S
O
D
R
E
L
IL
IL
A
T
H
E
IN D
P
F
P
O
O 195 195 S
R
H
IT
E
E
IM
IL
L
IV
F
R
O
E
R
IL
P
M
D 190 190 N
E
O
V
O
E
L
S
F
)
8
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
E
STREAM BED R
M
B
E
AK AL AM CROSS SECTION LOCATION L
A
R
160 E
33500 34000 34500 35000 35500 36000 36500 37000 37500 38000 38500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 118P 130 130 1% BACKWATER EFFECTS FROM TEN MILE RIVER
Y
D
T
U
E
125 T 125
E
T
T
S
E
R
E
E
D
T
E
E
R
R
S
T
IL
T
IN
A
S
R
S
A
T
E R
E
E
E
L
IV
M
D
T
P
R
H
X
F
A
T
E
E
M
O
U
S
D
IL
120 120 K
O
IT
E
S
M
O
IM
N
IL
O
L
E
F R
T
H
O
B
IT
Y
R
W
A
E P
W
C
D
N 115 115 D
E
E
O
U
E
L
O
F
P
L
N
S
O
F
C
)
8
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
A B C CROSS SECTION LOCATION L
A
R
85 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 119P 40 40 TIDAL EFFECT FROM TAUNTON RIVER
Y
D
U
35 T 35
T
S
E
E
D
E
R
T
IL
A
S
T
R
E
E
D
T
N
F
E
R
O
S
C
H 30 E 30
IT
T
V
E
I
I
K
R
IM
W
O
IL
L
T
E
O
F
E
C
S
R
N
O
N
E
A
B
R
U
G
L
N
F
E
P
E
R
N
G
K
O
D
25 E 25
C
N
S
O
U
O
S
L
F
)
8
8
D
V 20 20
A
N
(
T
E
E
F
N
I
N
O
I
T 15 15
A
V
E
L
E
Y
C
10 10 N
E
G
A
T
A
N
D 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 10% ANNUAL CHANCE FLOOD G
(A
R
IS
E
STREAM BED R
M
B
E
A B C CROSS SECTION LOCATION L
A
R
-5 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEGREGANSET RIVER 120P 25 25
20 20
15 15 S
E
R
E
IL
IV
F
O
R
N
R
O
P
T
N 10 10 D
U
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A
O
T
L
F
)
8
8
D
V
M
5 N 5
4
K
F
A
A F
O
O
2
H
R
O
T
O
E
O
(N
E
N
E
E
N
T
R
T
Y
C
C
IV
U
E
U
A
N
B
N
A
E
O
R
E
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R
E
F
T
U
U O R
F
F
G
L
L
E
L
F
O R
IN
O
F
T
N
O
N
N M
N
Y
A
F
O
A
O
T
W
IO
IT
C
D
C
S
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T
0 C 0
T
A
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C
-5 -5 N
E
G
A
T
A
N
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M
M I ,
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 -15 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R (
IS
E
STREAM BED R
M
B
E
A B C D E F G H CROSS SECTION LOCATION L
A
R
-20 E
9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MILL RIVER 121P 30 30
T
25 S 25
A
E
T
E
E
R
T
S
H
T
U 20 20 S
O
E
R
S
E
IL
IV
F
O
R
N
R
O
P
T
N 15 15 D
U
O
A
O
T
L
F
)
8
8
D
V 10 10
A
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
0 0 N
E
G
A
T
A
N
S T 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 Q E
STREAM BED R
M
B
E
K L M N O P R CROSS SECTION LOCATION L
A
R
-15 E
22000 23000 24000 25000 26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MILL RIVER 122P 30 30
25 25
20 20 S
E
R
E
IL
IV
F
O
R
N
R
O
P
T
N 15 15 D
U
O
A
O
T
L
F
)
8
8
D
V 10 10
A
(N
T
E
E
F
IN
N
IO
T 5 5
A
V
E
L
E
Y
C
0 0 N
E
T
E
G 4
E
4
A
R
E T AE
T
T
S
A
U
N
H
O
E C AF AG
R )
R
M
M S
,
U
S
U
E
H
Y
N
C -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 Y AC E
STREAM BED R
M
B
E
U V W X Z AA AB AD CROSS SECTION LOCATION L
A
R
-15 E
35000 36000 37000 38000 39000 40000 41000 42000 43000 44000 45000 46000 47000 48000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MILL RIVER 123P 35 35
30 Y 30
Y
T
T
N
N
U
U
O
O
C
C
H
L
T
O
U
T
O
IS
M
R
Y
S
B 25 L 25
E
P
R
E
IL
IV
F
O
R
N
R
O
P
T
N 20 20 D
U
O
A
O
T
L
F
)
8
8
D
V 15 15
A
(N
T
E
E
F
IN
N
IO
T 10 10
5
A
2
V
E
E
L
T
E
U
O
R
E
Y
T
C
A
T
N
5 S 5
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 -5 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R (
IS
E
STREAM BED R
M
B
E
AH AI AJ AK AL AM CROSS SECTION LOCATION L
A
R
-10 E
48000 49000 50000 51000 52000 53000 54000 55000 56000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MILL RIVER 124P 90 90
Y Y Y Y Y Y Y
T T T T T T T
I I I I I I I
N N N N N N N
U U U U U U U
M M M M M M M
M M M M M M M
O O O O O O O
M
A
C C C C C C C 80 E 80
G G G G G G G
D
U
M
D
N
A
IN IN IN IN IN IN IN
IR
E
E
D
T T T T T T T
O
V
B
C C C C C C C
V
L
E E E E E E E
D
A
R
IL
F F F F F F F
E
A
R
F F F F F F F
E
S
O
M
E
A A A A A A A
S
IV
R
R
G G G G G G G
T
D
R
R
N
L
L
IN IN IN IN IN IN IN
E
L
U
O
D D D D D D D
S
N
A 70 H 70
O O O O O O O
F
R
E
O O O O O O O
R
U
L L L L L L L
E
T
IL
F F F F F F F
F F F F F F F F
IV
O O O O O O O
O
R
IT IT IT IT IT IT IT
E
R
IM IM IM IM IM IM IM
IL
L L L L L L L
P
M 60 60 D
N
O
E
O
T
L
F
)
8
8
D
V 50 50
A
(N
T
E
E
F
IN
N
IO
T 40 40
A
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
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
CROSS SECTION LOCATION L
A
R
0 E
9000 9500 10000 10500 11000 11500 12000 12500 13000 13500 14000 14500 15000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 125P 70 70
Y Y Y Y Y
T T T T T
I I I I I
N N N N N
U U U U U
M M M M M
K
O
M M M M M
O
O O O O O
R
C C C C C
B 65 E 65
G G G G G
S
U
E
IN IN IN IN IN
N
L
T T T T T
E
O
C C C C C
V
E E E E E
C
A
F F F F F
F
F F F F F
N
O
A
A A A A A
E
G G G G G
M
C
W
N
IN IN IN IN IN
E
E
D D D D D
S
60 N U 60
O O O O O
E
L
O O O O O
R
F
L L L L L
E
N
IL
F F F F F
O
F F F F F F
IV
C
O O O O O
O
R
IT IT IT IT IT
E
R
IM IM IM IM IM
IL
L L L L L
P
M 55 55 D
N
O
E
O
T
L
F
)
8
8
D
V 50 50
A
(N
T
E
E
F
IN
N
IO
T 45 45
A
V
E
L
E
Y
C
40 40 N
E
G
A
T
A
N
E )
M
M
,
S
E
Y
N
35 35 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
CROSS SECTION LOCATION L
A
R
25 E
15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 20000 20500 21000 21500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 126P 75 75
Y Y
T T
I I
N N
U U
M M
M M
Y
O O
D
U
C C
70 T 70
G G
S
IN IN
D
T T
E
C C
IL
E E
F F
A
F F
T
E
A A
D
G G
F
IN IN
O
D D 65 65 S
O O
IT
E
O O
R
L L
IM
E
IL
L
F F
F F F
IV
O O
O
R
IT IT
E
R
IM IM
IL
L L
P
M 60 60 D
N
O
E
O
T
L
F
)
8
8
D
V 55 55
A
(N
T
E
E
F
IN
N
IO
T 50 50
A
V
E
L
E
Y
C
45 45 N
E
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 35 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R (
IS
E
STREAM BED R
M
B
E
CROSS SECTION LOCATION L
A
R
30 E
21500 22000 22500 23000 23500 24000 24500 25000 25500 26000 26500 27000 27500 28000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 127P 80 80
Y
T
I
N
U
M
M
Y
O
D
D
R
U
C
T
75 A 75
G
M
V
S
IN
E
A
D
L
T
D
E
U
C
B
IL
E
O
F
U
A
B
F
L
T
E
E
A
C
D
IC
G
D
T
L
F
IN
O
IS
O
D
S 70 G 70 M
O
IT
E
R
O
R
L
A
IM
E
IL
L
F
F F
IV
O
O
R
IT
E
R
IM
IL
L
P
M 65 65 D
N
O
E
O
T
L
F
)
8
8
D
V 60 60
A
(N
T
E
E
F
IN
N
IO
T 55 55
A
V
E
L
E
Y
C
50 50 N
E
G
A
T
A
N
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
CROSS SECTION LOCATION L
A
R
35 E
28000 28500 29000 29500 30000 30500 31000 31500 32000 32500 33000 33500 34000 34500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 128P 90 90
Y
T
I
N
U
M
M
O
Y Y Y
C
T T T
E 85 M 85
Y Y Y
G
N N N
U
A
T T T
IN
U U U
N
N N N
D
T
O O O
E
U U U
Y
C
V
C C C
O O O
R
E
E E E
A
F
O
C C C
C C C L
F
T
L L L
A
N N N
C
O O O
A
E E E
R
A
T T T
G
T
ID ID ID
F
IS IS IS
N
IN
V V V
E
R R R
E
D
S
O O O
Y
B B B 80 C 80
O
R R R
D
E
O
P P P
R
L
E
IL
F
F F
IV
O
O
R
IT
E
R
IM
IL
L
P
M
D
S S 75 S 75
N
T T T
O
D D D
T T T
E
N N N
E E E
O
T
A A A
S S S
L L L
L
U U U
F
H H H
IS IS IS
C C C
E E E
)
A A A
D D D
8
S S S
O O O
8
S S S
H H H
D
A A A
R R R V 70 70
M M M
A
(N
T
E
E
F
IN
N
IO
T 65 65
A
T
V
E
E
E
L
R
E
T
S
D
Y
N
O
C
P 60 60 N
E
G
A
T
A
N
B C 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 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
45 E
34500 35000 35500 36000 36500 37000 37500 38000 38500 39000 39500 40000 40500 41000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 129P 105 105
M
A
O
K 100 E 100
M
R
R
N
F
T
A
O
T
E
O
O
B
E
D
K
D
S
E
E
E
R
E
L
A
C
N
L
E
T
T
O
N
IL
IO
S
T
S
E
R
V
T
F
E
U
IL
A
N
C
L
G
O
F
A
O
F
N
N
R
ID
R
O
U
N
R
B
Y
W
O
J
B
S
E
O
C
T 95 IT 95
H
T
E
S
C
R
A
E
E
IL
F
IV
O
R
E
R
IL
P
M 90 90 D
N
O
E
O
T
L
F
)
8
8
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
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
E
STREAM BED R
M
B
E
D E F CROSS SECTION LOCATION L
A
R
60 E
41000 41500 42000 42500 43000 43500 44000 44500 45000 45500 46000 46500 47000 47500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 130P 110 110
O
R
O
M 105 B 105
E
A
T
D
L
E
E
A
T
R
E
O
T
T
R
R
T
A
S
D
F
L
S
E
Y
O
IA
M
N
E
R
A
A
C
T
F
N
N
S
E
N
IF
U
S
U
U
T 100 D 100
L
E
F
IN
R
N
E
IL
O
F
C
IV
O
R
E
R
IL
P
M 95 95 D
N
O
E
O
T
L
F
)
8
8
D
V 90 90
A
(N
T
E
E
F
IN
N
IO
T 85 85
A
V
E
L
E
Y
C
80 80 N
E
G
A
T
A
N
H E
M
M G ,
S
E
Y
N
75 75 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
CROSS SECTION LOCATION L
A
R
65 E
47500 48000 48500 49000 49500 50000 50500 51000 51500 52000 52500 53000 53500 54000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 131P 120 120
115 115
E
G
ID
R
B
T
O
O
F
110 110 S
E
R
E
IL
F
IV
O
R
E
R
IL
P
M 105 105 D
N
O
E
O
T
L
F
)
8
8
D
V 100 100
A
(N
T
E
E
F
IN
N
IO
T
K T 95 95
E
F
O
A
E
V
O
O
R
E
R
E
T
L
C
E
B
S
N
Y
R
E
A
E
U
H
W
L
Y
C
F
D
T
E
N
C
E
A
O
N
P
H 90 C 90
E S
T
G
A
T
A
N
L E
M
M
,
S
E
Y
N
85 85 G
T
IO
A
T
LEGEND N
N
D
IC
A
A 0.2% ANNUAL CHANCE FLOOD U
O
D
O
R
M
IS
IL
Y
1% ANNUAL CHANCE FLOOD R
A
C
C
U
R
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
I J K CROSS SECTION LOCATION L
A
R
75 E
54000 54500 55000 55500 56000 56500 57000 57500 58000 58500 59000 59500 60000 60500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 132P 130 130
125 125
T
T
T
E
E
E
D
E
E
E
A
R
R
R
O
T
T
T
R
S
S
S
IL
L
E
B
L
A
V
I
M
A
R
L
A
W
O
L 120 120 S
E
R
E
IL
F
IV
O
R
E
R
IL
P
M 115 115 D
N
O
E
O
T
L
F
)
8
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
V A
T
A
N
T U W E
M
M
,
S
E
Y
N
95 95 G
T
IO
A
T
LEGEND N
N
D
IC
A
A 0.2% ANNUAL CHANCE FLOOD U O
D
O
R
M
IS
IL
Y
1% ANNUAL CHANCE FLOOD R
A
C
C
U
R
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
M N O P Q R S CROSS SECTION LOCATION L
A
R
85 E
60500 61000 61500 62000 62500 63000 63500 64000 64500 65000 65500 66000 66500 67000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 133P 135 135
G
IN
D
M
IL
A
U 130 T 130
E
T
T
F
B D
T
R
E
E
E
T
E
E
D
E
O
E
E
E
R IC
E
G
N
E
E
R
R
T
D
IV
R
O
C
R
T
T
ID
R
T
S
R
N T
R
O P
S
S
Y
E
S
IC
B
S
Y
S
S
A
N
R
U
N
T
E
T
T
F
L
IC
E
G
A
O
S
G
N
F
T
N
N
O
H
E
O
D
U
N
A
A
U
T
F
C
O
O
W
O
H
B
E S
W
S
H
C
C
125 C 125
A
M
E
E
R
E
M
D
E
IL
A
F
IV
O
R
O
R
E
R
IL
P
M 120 120 D
N
O
E
O
T
L
F
)
8
8
D
V 115 115
A
(N
T
E
E
F
IN
N
IO
T 110 110
A
V
E
L
E
Y
C
105 105 N
E
G
A
T
A
N
AE AF 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 95 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS Y E
STREAM BED R
M
B
E
X Z AA AB AC AD CROSS SECTION LOCATION L
A
R
90 E
67000 67500 68000 68500 69000 69500 70000 70500 71000 71500 72000 72500 73000 73500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 134P 150 150
145 M 145
A
5
9
D
2
D
E
A
T
O
A
R
T
S
S
R
R
E
E
T
M
S
R 140 IN 140
A
E
F
R
E
IL
F
IV
O
R
E
R
IL
P
M 135 135 D
N
O
E
O
T
L
F
)
8
8
D
V 130 130
A
(N
T
E
E
H
F
G
IN
U
N
O
R
IO
O
O
T 125 125
R
B
A
O
E
V
L
B
E
T
E
L
L
T
E
T
A
T
H
A
T
F
Y
R
O
O
C
Y
N
N
F 120 IT 120
E
5
C
O
G
9
N
E
A
W
T
O
T
A
A
T
T
N
S
E
R AI
M
E
M
,
T
S
E
Y
IN
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
AG AH CROSS SECTION LOCATION L
A
R
105 E
73500 74000 74500 75000 75500 76000 76500 77000 77500 78000 78500 79000 79500 80000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 135P 165 165
D
K
K
A
O
O
160 T 160
O
O
F F
E
O
R
T
E
R
E
D
R
E
O O
IL
N
B
R
A
B
E
E E
A
A
T
E
O
R
C C
K
L
R
K
T
S
N N
R R
Y
D
E A E
N
S
R
A
D
E
U U
N
A
A
N
R
L L
P
N
S
D
M
F F
U
W
E
N
O
E
E
L
N T N
O
O
D
E
C
T
S
O O
T
S
N
R
S
T
C C
A
A
155 F 155
A
E
B
M
R
R
A
E
IL
F
IV
O
R
E
R
IL
P
M 150 150 D
N
O
E
O
T
L
F
)
8
8
D
V 145 145
A
(N
T
E
E
F
IN
N
IO
T 140 140
A
V
E
L
E
Y
C
135 135 N
E
G
A
T
A
N
AR E
M
M
,
S
E
Y
N
130 130 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 125 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
AJ AK AL AM AN AO AP AQ CROSS SECTION LOCATION L
A
R
120 E
80000 80500 81000 81500 82000 82500 83000 83500 84000 84500 85000 85500 86000 86500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 136P 185 185
T
180 E 180
E
R
T
S
E
P
O
H
T
N
U
S
175 O 175
E
R
M
E
IL
F
IV
R
O
E
R
IL
P
M
170 170 D
N
O
E
O
T
L
F
)
8
T
8
E
E
D
R
V
165 T 165
D
F
A
K
S
A
O
O
(N
O
N
E
O
R
T
O
C
R
E
T
N
N
B
E
G
E
O
F
S
U
S
IN
T
L
R
IN
H
T
F
E
S
O
N
N
F
A
F
C
O
IO
E
S
C
W
T 160 J 160
T
A
V
S
E
A
L
E
E
Y
C
155 155 N
E
G
A
T
A
N
AV AW E
M
M
,
S
E
Y
N
150 150 G
M
T
IO
A
A
T
LEGEND N
N
D
IC
A
D 0.2% ANNUAL CHANCE FLOOD U
D
N
M
O
O
IS
P
C
Y
1% ANNUAL CHANCE FLOOD R
S
C
U
L
L
J
L 2% ANNUAL CHANCE FLOOD N
A
O
L
E
145 F
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
E
B
AS AT AU CROSS SECTION LOCATION L
A
R
140 E
86500 87000 87500 88000 88500 89000 89500 90000 90500 91000 91500 92000 92500 93000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 137P 205 205
T T
E E
E E
T
R R
E
T
200 T T 200
E
E
T
S S E
R
E
T
E E E
T
T
R
IV
E
N N
E
G G
E
S
T E
R
O O
R
E
S
R
ID ID
D
T T
T
N
R
T
R R
G G
S
T
T O
E
S
B B
U S T
T
R
IN IN
T T
E
G
A
N
E
H H
O O
M
N
V
T
H
I
S S
IN
L
O O
R
S
R
E
A A
F F
H
IS
E
O
P
F
S
S
W W 195 H 195
A
C
E
T T
R
W
S S
E
IL
A A
E E
F
IV
R
O
E
R
IL
P
M
190 190 D
N
O
E
O
T
L
F
)
8
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
BH BI 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
M
O
IS
C
Y
1% ANNUAL CHANCE FLOOD R
C
U
L
J 2% ANNUAL CHANCE FLOOD N
O
L 165 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS BA E
STREAM BED R
M
E
B
AX AY AZ BB BC BD BE BF BG CROSS SECTION LOCATION L
A
R
160 E
93000 93500 94000 94500 95000 95500 96000 96500 97000 97500 98000 98500 99000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 138P 210 210
S
S
M
Y 205 A 205
Y
T
A
F
T
P
T
T
E
Y E
N
E
D
O
N
E
U
E R
D
U
B
R
T O
C
N
O
D
T
N
O
N
S
C
C
E
S
O
G K
L
P
U
D
L
O
G
L P
IN
A
O
T
F
N
G
F
O I
IT
N
IS
R
R
IN
H
IT
O
R
O
B
S
H
C
IT
W 200 B 200
N
E
H
W
R
W
E
IL
F
IV
O
R
E
R
IL
K
P
O
O
M 195 195 D
R
F
N
O
B
E
O
T
O
E
T
E
C
E
L
N
R
F
E
T
U
)
S
L
8
F
D
8
N
O
D
O
O
V
C
190 W 190
A
M
L
(N
E
T
E
E
F
IN
N
IO
T 185 185
A
V
E
L
E
Y
C
180 180 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
175 175 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 170 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS
E
STREAM BED R
M
B
E
BJ BK CROSS SECTION LOCATION L
A
R
165 E
99000 99500 100000 100500 101000 101500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SEEKONK RIVER 139P 25 25 TIDAL EFFECT FROM TAUNTON RIVER
1 2
R R
E E
B B
20 M M 20
U U
N N
M M
A A
D D
15 15 S
R
E
E
IL
IV
F
R
O
E
R
IL
P
M
E 10 10 D
E
O
R
O
H
L
T
F
)
8
8
E
D
U
E
V 5 H N 5
U
A
E
R
IT
N
E V
E
(N
W
A
IV
D
V
T
E
T
A
E
R
A
E
C
E
O
N
T
S
N
R
F
O
E
E
R
IL
T
S
E
U
IN
A
R
N
L
M
E
F
N R
U
O
N
A
M
IO
S
O
T
O T 0 0
D
C
S
A
L
V
O
E
L
E
Y
C
-5 -5 N
E
G
A
T
A
N
I J K L M 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 -15 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS B E G E
STREAM BED R
M
B
E
C D F H L A CROSS SECTION LOCATION
A
R
-20 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 140P 40 40 TIDAL EFFECT FROM TAUNTON RIVER
D
R
A
V
E
35 L 35
R
R
F
L L
F
T U
E
E
3 4
E E
E
O
O
R R
O
IV
IV
E
N N
E
E E
E
B
R
N N
C
R
R
B B
C
R
T
E
A A
E
N
N
E
M M
E
H H
IL
S
IL
E
N
U U
U
G
G
C C
R
M
M
L
N N
R
E
T T
E
A
F
IN
E
E
E
S S
M M
N
R
E E
R
R
W
IV
A A
P
O
H
H
D
W W
S
E S
D D
C
T 30 T 30
R
H
E
P
E
E
IL
S
IV
O F
J
R
O
E
R
IL
P
M
E 25 25 D
E
O
R
O
H
L
T
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
A
T
A
N
AB 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 Q Y IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 0 P X E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS O T W E
STREAM BED R
M
B
E
N R S U V Z AA CROSS SECTION LOCATION L
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 141P 55 55
T 50 T 50
E
E
E
E
R
R
T
T
S
S
T
P
E
O
N
R
N
H
A
T
H
IN
S 45 O 45
R
W
C
E
E
IL
IV
F
R
O
E
R
IL
P
M
E 40 40 D
E
O
R
O
H
L
T
F
)
8
8
D
V 35 35
A
(N
T
E
E
F
IN
N
IO
T 30 30
A
V
E
L
E
Y
C
25 25 N
E
G
A
T
A
N
AK AL 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 AI E
STREAM BED R
M
B
E
AC AD AE AF AG AH AJ CROSS SECTION LOCATION L
A
R
10 E
12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 142P 60 60
55 55
T
E
E
R
T
S
R
E
H
IS
F 50 50 S
R
E
E
IL
IV
F
R
O
E
R
IL
P
M
E 45 45 D
E
O
R
O
H
L
T
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
A
T
A
N
AS 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 AP E
STREAM BED R
M
B
E
AM AN AO AQ AR CROSS SECTION LOCATION L
A
R
15 E
19000 19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 143P 60 60
Y
D
U
T 55 T 55
E
S
E
D
R
E
T
IL
S
A
T
T
N
E
O
D
M
F
E
O
R 50 50 S
T R
IT
E
E
IM
IL
L
IV
F
R
O
E
R
IL
P
M
E 45 45 D
E
O
R
O
H
L
T
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
A
T
A
N
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
E
STREAM BED R
M
B
E
AT AU AV CROSS SECTION LOCATION L
A
R
15 E
25500 26000 26500 27000 27500 28000 28500 29000 29500 30000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TAUNTON RIVER 144P 35 35 TIDAL EFFECT FROM TAUNTON RIVER
R
E
IV
R
E 30 IL 30
M
T
E
E
E
E
R
L
R
H
T
E
T
S
N
H
G
N
IT
IN
A
R
W
H
P
E
S
S
H
C
R
25 25 C
E
E
N
IT
T
E
IV
W
S
IL
G
R
E
R
E
F
E
E
C
IL THE 2% ANNUAL CHANCE FLOOD PROFILE
O
N
IV
E
D
- W
M
R
U IS TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD
E
L
R
E
F
P TO BE SHOWN SEPARATELY E
R
N
H
O
D 20 20 IV
T
C
O
R
E
O
L
IL
F
M
)
E
8
E
8
R
D
V 15 15 H
A
T
(N
T
E
E
F
IN
N
IO
T 10 10
A
V
E
L
E
Y
C
5 5 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 -5 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
-10 E
0 100 200 300 400 500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH THREE MILE RIVER 145P 55 55
Y
D
U
H
50 T 50
K
IT
S
O
T
D
W
O
E
E
E
R
E
R
IL
C
B
T
K
A
N
T
T
E
O
S
O
E
U
G
O
L
D
L
F
IN
R
M
F
K
N
A
O
S
O B 45 D 45
C
IT
T
E
O
IM
IL
L
L
F
M
O
A
R
D
P
O
40 40 D
T
O
Y
R
O
A
L
T
F
U
)
8
IB
8
R
D
T V 35 35
A
(N
T
E
E
F
IN
N
IO
T 30 30
A
V
E
L
E
Y
C
25 25 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
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 C E
STREAM BED R
M
B
E
A B D CROSS SECTION LOCATION L
A
R
10 E
0 500 1000 1500 2000 2500 3000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH DAM LOT BROOK 146P 55 55 1% BACKWATER EFFECT FROM FORGE RIVER
T
M
E 50 H 50
E
A
IT
R
R
D
T
W
E
D
E
S
IV
N
C
O
IN
R
N
E
A
P
E
R
G
N
U
M
E
R
L
O
H
F
O
S
T
IV
F
N
R
IN
S 45 O 45
R
O O
C
E
J
E
N
G
IL
R
F
O
O
F
R
O
P
T
Y 40 40 D
R
O
A
O
T
L
U
F
IB
)
R
8
8
T
D
V 35 35
A
(N
T THE 2% ANNUAL CHANCE FLOOD PROFILE
E E IS TOO CLOSE TO THE 1% ANNUAL CHANCE FLOOD F TO BE SHOWN SEPARATELY
IN
N
IO
T 30 30
A
V
E
L
E
Y
C
25 25 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
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 C E
STREAM BED R
M
B
E
A B D E CROSS SECTION LOCATION L
A
R
10 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH FORGE RIVER 147P 70 70
Y
D
U
65 T 65
M
T
S
A
E
D
D
E
E
F
R
IL
T
O
A
S
S
T
E
R
E
IN
D
E
IT
A
H
F
M
IV
W
E
O
S
60 R 60
R
IT
E
E
IM
G
IL
L
R
F
O
O
F
R
O
P
T
Y 55 55 D
R
O
A
O
T
L
U
F
IB
)
R
8
8
T
D
V 50 50
A
(N
T
E
E
F
IN
N
IO
T 45 45
A
V
E
L
E
Y
C
40 40 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
35 35 G
T
IO
A
T
LEGEND N
N
IC
A 0.2% ANNUAL CHANCE FLOOD U
D
O
M I IS
Y
1% ANNUAL CHANCE FLOOD R
C
C
U
L
N 2% ANNUAL CHANCE FLOOD J
O
L 30 H E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS G E
STREAM BED R
M
B
E
F J K L CROSS SECTION LOCATION L
A
R
25 E
6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH FORGE RIVER 148P 90 90 1% BACKWATER EFFECT FROM RUMFORD RIVER (LOWER REACH)
85 E 85
U
N
E
V
R
A
E
N
IV
O
T
R
N
E
U
IL
A 80 80 S
T
M
E
E
R
E
IL
E
R
F
H
IV
T
O
H
R
R
IT
G
P
W
IN
E
D
D 75 C 75
N
A
O
E
U
W
O
L
F
L
N
F
O
)
C
8
8
D
V 70 70
A
(N
T
E
E
F
IN
N
K
IO
O
T
65 O 65
F
A
R
V
O
B
E
E
L
H
C
E
C
N
N
E
A
U
L
R
F
Y
B
N
C
E
O
S
N
C
60 O 60
E
O
G
G
A
T
A
N
N O 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 E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS H E
STREAM BED R
M
B
E
A B C D E F G I J K L M CROSS SECTION LOCATION L
A
R
45 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 THREE MILE RIVER 149P 110 110
T
105 T 105
E
E
T
E
E
E
R
R
E
1
T
T
R
O
S
T
S
N
S IN
S
A
R
M
W
E
A
O
M
W
R D
T
O
R
S
P
A
S 100 E 100
B
E
W
R
IL
E
F
IV
O
R
R
G
P
IN
D 95 95 D
A
O
W
O
L
F
)
8
8
D
V 90 90 A DAM CREST
(N
T
E
E
F
N
I
N
IO
T 85 85
A
V
E
L
E
Y
C
80 80 N
E
G
A
AB
T
A
N
AA AC AD AE 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
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 10% ANNUAL CHANCE FLOOD G
(A
R
IS S W E
STREAM BED R
M
B
E
P Q R T U V X Y Z CROSS SECTION LOCATION L
A
R
65 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 THREE MILE RIVER 150P 125 125
E
D
U
L
N 120 D 120
T
N
IE
O
A
E
E
F
T
O
E
V
S
R
R
R
N
A
O
T
D
A
N
N
A S
O
F
E
R
M
S
E F
O
R
D
K
O
P
N
R
L
N
A
M
A
W
H
A
O
W S 115 W 115
C
T
O
IC
E
T
R
R
IL
E
F
IV
O
R
R
G
P
IN
D 110 110 D
A
O
W
O
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
AV A
T
A
N
AU AW 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 AH AJ R
AN IS AS E
STREAM BED R
M
B
E
AF AG AI AK AL AM AO AP AQ AR AT CROSS SECTION LOCATION L
A
R
80 E
26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 36000 37000 38000 39000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH THREE MILE RIVER 151P 140 140
N
IO
T
135 T 135
M
A
E
A
E
T
E
G
S
R
D
D
T
T
A
ID
G
E
R
O
S
E
IN
R
B
R
M
G
IL
L
T
D
A
A
O
S
A
R
C
O
. G
L
IS
R
.S
A
T
S
130 B 130
O
.G
E
R .S
IL
U
E
F
IV
O
R
R
G
P
IN
D 125 125 D
A
O
W
O
L
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 BD E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS AY BA BC BH E
STREAM BED R
M
B
E
AX AZ BB BE BF BG CROSS SECTION LOCATION L
A
R
95 E
39000 40000 41000 42000 43000 44000 45000 46000 47000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH THREE MILE RIVER 152P 160 160
155 155
M
A
D
N
IO
S
R
E
IV
S 150 D 150
E
R
IL
E
F
IV
O
R
R
G
P
IN
D 145 145 D
A
O
W
O
L
F
)
8
8
D
V 140 140
A
(N
T
E
E
F
IN
Y
N
D
M
IO
U
A
T
135 T 135
T
D
A
E
S
T
D
V
E
E
D
E
N
R
E
E
L
O
T
R
E
IL
T
P
S
A
T
S
'S
M
E
T
N
IA
Y
D
S
O
L
E
F
S
C
IL
W
O
N
IN 130 W 130
B
E
IT
O
G
R
IM
A
L
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 BO E
L
T
G
10% ANNUAL CHANCE FLOOD A
R
IS BK BN BR E
STREAM BED R
M
B
E
BI BJ BL BM BP BQ CROSS SECTION LOCATION L
A
R
115 E
47000 48000 49000 50000 51000 52000 53000 54000 55000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH THREE MILE RIVER 153P 90 90 1% BACKWATER EFFECT FROM PALMER RIVER
T
80 E 80
E
R
T
S
M
R
E
A
R
T
D
E
N
E
IV
P
R
S
R
H 70 A 70
R
E
C
IT
R
E
E
W
IL
IV
M
E
F
L
C
R
O
N
R
A
E
E
R
U
P
M
L
L
H
F
P
A
N
C
P
O
D
60 60 N
C
O
A
R
O
B
L
F
T
S
)
8
E
8
W
D
V 50 50
A
(N
T
E
E
F
IN
N
IO
T 40 40
A
V
E
L
E
Y
C
30 30 N
E
G
A
T
A
N
B C 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 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
0 E
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PALMER RIVER 154P 120 120
110 T 110
E
E
R
T
S
M
T
A
R
R
D
E
O
F
IV
N
A
S
R
100 D 100
R
E
E
IL
M
F
L
O
A
R
P
H
P
C
D
90 90 N
O
A
R
O
B
L
F
T
S
)
8
E
8
W
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
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
D E F G CROSS SECTION LOCATION L
A
R
30 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 PALMER RIVER 155P 150 150
E
E 140 U 140 D
G
N
A
E
ID
O
V
R
R
A
B
E
D
L
T
A
R
IL
R
E
V
A
E
T
Y
C
S
R
IV
F
E
R
L
E
M
S
R
O
130 P 130
O
G
R
E
H
E
IL
M
F
L
O
A
R
P
H
P
C
D
120 120 N
O
A
R
O
B
L
F
T
S
)
8
E
8
W
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
M 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
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 I K E
STREAM BED R
M
B
E
H J L CROSS SECTION LOCATION L
A
R
60 E
12000 12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PALMER RIVER 156P 170 170
H
160 T 160
E
IT
E
K
T
W
R
O
E
T
E
E
O
R
C
R
S
T
N
D
B
R
E
L
S
S
E
U
IE
H
L
IS
F
S
F
L
IV
A
IR
B
N
S
A R 150 O 150
F
C
R
E
E
IL
M
F
L
O
A
R
P
Y
H
P
D
C
U
D
T 140 140 N
O
A
S
D
R
O
E
B
L
IL
A
F
T
T
S
)
E
8
E
D
8
F
W
D
O V 130 130
IT
A
IM
(N
L
T
E
E
F
IN
N
IO
T 120 120
A
V
E
L
E
Y
C
110 110 N
E
G
CULVERT A
T
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 O E
STREAM BED R
M
B
E
N P CROSS SECTION LOCATION L
A
R
80 E
18500 19000 19500 20000 20500 21000 21500 22000 22500 23000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH PALMER RIVER 157P 192 192 1% BACKWATER EFFECT FROM TEN MILE RIVER
190 Y 190
Y
T
T
T
E
N
E
N
U
R
U
T O
O
S
C
C
G K
L
L
O
IN
O
T
F
IT
S
IS
R
H
S
R
O
S
W 188 B 188
N
A
H
E
R
P
IT
E
Y
IL
W
V
I
F
E
B
R
C
O
E
D
N
IL
E
N
R
U
O
M
L
P
F
N
P
E
N
D
T
O 186 186 G
C
O
IN
O
IT
L
H
F
W
)
8
8
D
V 184 184
A
(N
T
E
E
F
IN
N
IO
T 182 182
A
V
E
L
E
Y
C
180 180 N
E
G
A
T
A
N
E
M
M
,
S
E
Y
N
178 178 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 176 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
174 E
0 200 400 600 800 1000 1200 1400 1600 1800 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH TEN MILE RIVER 158P 150 150
Y
D
U
145 T 145
T
S
E
T
D
E
E
D
E
R
E
A
IL
T
R
O
A
T
R
S
T
R
S
IL
E
E
A
D
M
L
R
IV
F
L
E
O
O 140 140 S
K
IT
E
O
IM
IL
L
O
F
R
O
B
R
N
A
P
M
D 135 H 135
IT
K
IT
O
O
H
W
O
O
E
R
W
L
C
B
F
N
T
E
)
E
U
8
S
L
8 E
F
U
N
D
Q
O V 130 130
C
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 E CROSS SECTION LOCATION L
A
R
105 E
0 1000 2000 3000 4000 5000 6000 7000 D
E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH QUESET BROOK 159P