PROVIDENCE COUNTY, RHODE ISLAND (ALL JURISDICTIONS) Providence County
VOLUME 2 OF 3
COMMUNITY NAME COMMUNITY NUMBER BURRILLVILLE, TOWN OF 440013 CENTRAL FALLS, CITY OF 445394 CRANSTON, CITY OF 445396 CUMBERLAND, TOWN OF 440016 EAST PROVIDENCE, CITY OF 445398 FOSTER, TOWN OF 440033 GLOCESTER, TOWN OF 440034 JOHNSTON, TOWN OF 440018 LINCOLN, TOWN OF 445400 NORTH PROVIDENCE, TOWN OF 440020 NORTH SMITHFIELD, TOWN OF 440021 PAWTUCKET, CITY OF 440022 PROVIDENCE, CITY OF 445406 SCITUATE, TOWN OF 440024 SMITHFIELD, TOWN OF 440025 WOONSOCKET, CITY OF 445411
REVISED: SEPTEMBER 18, 2013
Federal Emergency Management Agency
FLOOD INSURANCE STUDY NUMBER 44007CV002B
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 B X C X
Initial Countywide FIS Effective Date: March 2, 2009 Revised Coastal FIS Effective Date:
TABLE OF CONTENTS Table of Contents-Volume 1 – September 18, 2013
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 ...... 8 2.3 Principal Flood Problems ...... 9 2.4 Flood Protection Measures...... 11
3.0 ENGINEERING METHODS ...... 13 3.1 Riverine Hydrologic Analyses ...... 14 3.2 Riverine Hydraulic Analyses ...... 31 3.3 Coastal Hydrologic Analyses ...... 38 3.4 Coastal Hydraulic Analyses ...... 39 3.5 Vertical Datum ...... 50
4.0 FLOODPLAIN MANAGEMENT APPLICATIONS ...... 51 4.1 Floodplain Boundaries ...... 51 4.2 Floodways ...... 54 4.3 Base Flood Elevations ...... 91 4.4 Velocity Zones ...... 91
5.0 INSURANCE APPLICATIONS...... 91
6.0 FLOOD INSURANCE RATE MAP ...... 93
7.0 OTHER STUDIES ...... 93
8.0 LOCATION OF DATA ...... 96
9.0 BIBLIOGRAPHY AND REFERENCES ...... 96
i
TABLE OF CONTENTS - continued
Table of Contents-Volume 1 – September 18, 2013
FIGURES
Figure 1 – Frequency-Discharge, Drainage Area Curves – Upper Canada ...... 29 Pond Brook and Lincoln Downs Brook
Figure 2 – Frequency-Discharge, Drainage Area Curves – West River ...... 30
Figure 3 – Transect Schematic ...... 43
Figure 4 – Transect Location Map ...... …..45
Figure 5 – Floodway Schematic………………………………………………………….....56
TABLES
Table 1 – CCO Meetings Dates for Precountywide FISs ...... 6
Table 2 – Streams Studied by Detail Methods ...... 7
Table 3 – High-Water Mark Elevations ...... 12-13
Table 4 – Summary of Discharges ...... 21-28
Table 5 – Manning's "n" Values ...... 37
Table 6 – Summary of Stillwater Elevations ...... 38-39
Table 7 – Transect Descriptions ...... 46-48
Table 8 – Transect Data ...... 48-50
Table 9 – Floodway Data Tables ...... 57-90
Table 10 – Community Map History ...... 94-95
ii
TABLE OF CONTENTS Table of Contents-Volume 2 – September 18, 2013
EXHIBITS
Exhibit 1 – Flood Profiles
Assapumpset Brook Panels 01P-03P Blackstone River Panels 04P-11P Branch River Panels 12P-15P Centerdale Brook Panels 16P-17P Chepachet River Panels 18P-24P Cherry Brook Panels 25P-26P Clear River Panels 27P-32P Cranberry Brook Panels 33P Crookfall Brook Panels 34P-39P Dry Brook Panels 40P-42P East Branch West River Panels 43P Furnace Hill Brook Panels 44P-50P Furnace Hill Brook Tributary Panels 51P-52P Lincoln Downs Brook Panels 53P-55P Meshanticut Brook Panels 56P-60P Mill River Panels 61P-62P Moshassuck River Panels 63P-76P North Branch Pawtuxet River Panels 77P-79P Pascoag River Panels 80P-81P Pawtuxet River Panels 82P-87P Peters River Panels 88P-90P
iii
TABLE OF CONTENTS Table of Contents-Volume 3 – September 18, 2013
EXHIBITS - continued
Exhibit 1 – Flood Profiles
Pocasset River Panels 91P-101P Providence River Woonasquatucket River Panels 102P Woonasquatucket River Panels 103P-114P Runnins River Panels 115P-117P Simmons Brook Panels 118P-122P South Branch Assapumpset Brook Panels 123P-125P Stillwater River Panels 126P-128P Ten Mile River Panels 129P-134P Unnamed Tributary Panels 135P Upper Canada Pond Brook Panels 136P-139P West River Panels 140P-147P Willett Pond Brook Panels 148P-149P
Exhibit 2 – Flood Insurance Rate Map Index Flood Insurance Rate Map
iv 110 110
DIAZ STREET
PRIVATE DRIVE PRIVATE DRIVE
CADORNA STREET
ARMENTO STREET ARMENTO
105 RIVERSIDE AVENUE 105
CONFLUENCE WITH
ASSAPUMPSETBROOK
WOONASQUATUCKET RIVER
CONFLUENCE SOUTH BRANCH OF
100 100
FLOOD PROFILES
ASSAPUMPSET BROOK
95 95
90 90
ELEVATION 88) IN FEET (NAVD
85 85
80 80 LEGEND 0.2% ANNUAL CHANCE FLOOD 1% ANNUAL CHANCE FLOOD
URISDICTIONS) 2% ANNUAL CHANCE FLOOD 75
10% ANNUAL CHANCE FLOOD (ALL J G STREAM BED
A B C D E F H I J K CROSS SECTION LOCATION COUNTY,PROVIDENCE RI 70 0 200 400 600 800 1000 1200 1400 1600 1800
FEDERAL EMERGENCY AGENCY MANAGEMENT STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 01P 145 145
140 140
RICE STREET 135 135
GEORGE WATERMAN ROAD
130 130
FLOOD PROFILES
ASSAPUMPSET BROOK
125 125
120 120
ELEVATION 88) IN FEET (NAVD
GEORGE WATERMANGEORGEROADDAM
115 115
O
110 110 LEGEND 0.2% ANNUAL CHANCE FLOOD 1% ANNUAL CHANCE FLOOD
URISDICTIONS) 2% ANNUAL CHANCE FLOOD 105
10% ANNUAL CHANCE FLOOD (ALL J STREAM BED
L M N CROSS SECTION LOCATION COUNTY,PROVIDENCE RI 100 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000
FEDERAL EMERGENCY AGENCY MANAGEMENT STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 02P 170 170
165 165
160 SWEETS HILL ROAD 160
LIMIT OF DETAILEDLIMIT OF STUDY
155 155
FLOOD PROFILES
ASSAPUMPSET BROOK
150 150
145 145
ELEVATION 88) IN FEET (NAVD
140 140
Q
135 135 LEGEND 0.2% ANNUAL CHANCE FLOOD 1% ANNUAL CHANCE FLOOD
URISDICTIONS) 2% ANNUAL CHANCE FLOOD 130
10% ANNUAL CHANCE FLOOD (ALL J STREAM BED
P CROSS SECTION LOCATION COUNTY,PROVIDENCE RI 125 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 5400
FEDERAL EMERGENCY AGENCY MANAGEMENT STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 03P ELEVATION IN FEET (NAVD 88)
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FEDERAL EMERGENCY MANAGEMENT AGENCY o FLOOD PROFILES -P T PROVIDENCE COUNTY, RI ( ALL JURISDICTIONS ) BLACKSTONE RIVER ( ) ( ) ( ) ( ) ( ) ( ) 240 240
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91000 92000 93000 94000 95000 96000 97000 98000 99000 100000 101000 102000 103000 104000 E
F STREAM DISTANCE IN FEET UPSTREAM OF MAIN STREET 11P 275 275
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F STREAM DISTANCE IN FEET ABOVE MOUTH 12P 295 295
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F STREAM DISTANCE IN FEET ABOVE MOUTH 13P 315 315
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F STREAM DISTANCE IN FEET ABOVE MOUTH 14P 325 325
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F STREAM DISTANCE IN FEET ABOVE MOUTH 15P 150 150
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710 910 1110 1310 1510 1710 1910 2110 2310 2510 2710 2910 3110 3310 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER *DATA NOT AVAILABLE 16P 155 155
Y
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2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER *DATA NOT AVAILABLE 17P 335 335
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STREAM BED M
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L A B C D E F CROSS SECTION LOCATION P
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0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 E
F STREAM DISTANCE IN FEET ABOVE MOUTH 18P 350 350
345 M 345
A
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T
S
E
N
N
G
315 315 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
310 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L G H I J K CROSS SECTION LOCATION P
A
R
305 E
D
3700 4200 4700 5200 5700 6200 6700 7200 7700 8200 8700 9200 9700 10200 E
F STREAM DISTANCE IN FEET ABOVE MOUTH 19P 385 385
M
Y
A
D
D
U
T
380 D 380
S
N
D
O
E
P
L
I
R
A
E
T
W
E
O
D
L
F
S
O
E
S
T
R
R
375 I 375
E
E
E
E
M
L
I
V
T
I
I
L
S
F
R
O
T
E
R
H
P
C
A 370 370 D
P
O
E
O
H
L
C
F
)
8
8
D
V
A 365 365
N
(
T
E
E
F
N
I
N
O
I
T 360 360
A
V
E
L
E
Y
C
N
355 355 E
G
A
I
R
T
,
N
E N Y
M
M T
E
N 350 350 G
U
A
O LEGEND N
A
C
0.2% ANNUAL CHANCE FLOOD
M
E
SDICTIONS)
I
Y
C 1% ANNUAL CHANCE FLOOD R
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
E 345 L
L
G
D
I
A
R
10% ANNUAL CHANCE FLOOD (
V
E
O
STREAM BED M
E
R
L L CROSS SECTION LOCATION P
A
R
340 E
D
4400 4600 4800 5000 5200 5400 5600 5800 6000 6200 6400 6600 6800 7000 E
F STREAM DISTANCE IN FEET ABOVE BURRILLVILLE/GLOCESTER CORPORATE LIMITS 20P 385 385
380 380
S
375 375 R
E
E
L
V
I
I
F
R
O
T
E
R
H
P
C
A 370 370 D
P
O
E
O
H
L
C
F
)
8
8
D
V
A 365 365
N
(
T
E
E
F
N
I
N
O
I
T 360 360
A
V
E
L
E
Y
C
N
355 355 E
G
A
I
R
T
,
N
E
Y
M
T
E
N 350 350 G
U
A
O LEGEND N
A
C
0.2% ANNUAL CHANCE FLOOD
M
E
SDICTIONS)
I
Y
C 1% ANNUAL CHANCE FLOOD R
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
E 345 L
L
G
D
I
A
R
10% ANNUAL CHANCE FLOOD (
V
E
O
STREAM BED M
E
R
L O CROSS SECTION LOCATION P
A
R
340 E
D
6800 6900 7000 7100 7200 7300 7400 7500 7600 7700 7800 7900 8000 8100 E
F STREAM DISTANCE IN FEET ABOVE BURRILLVILLE/GLOCESTER CORPORATE LIMITS 21P 405 405
400 400
S
395 395 R
E
E
L
V
I
I
F
R
O
T
E
R
H
P
C
A 390 390 D
P
O
E
O
H
L
C
F
)
8
8
D
V
A 385 385
N
(
T
E
E
F
N
I
N
O
I
T 380 380
A
V
E
L
E
Y
C
N
375 375 E
G
A
I
R
T
,
N
E
Y
M
T
E
N 370 370 G
U
A
O LEGEND N
A
C
0.2% ANNUAL CHANCE FLOOD
M
E
SDICTIONS)
I
Y
C 1% ANNUAL CHANCE FLOOD R
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
E 365 L
L
G
D
I
A
R
10% ANNUAL CHANCE FLOOD (
V
E
O
STREAM BED M
E
R
L Q R S T U CROSS SECTION LOCATION P P A
R
360 E
D
8100 8200 8300 8400 8500 8600 8700 8800 8900 9000 9100 9200 9300 9400 E
F STREAM DISTANCE IN FEET ABOVE BURRILLVILLE/GLOCESTER CORPORATE LIMITS 22P 430 430
425 ) 425
4
E
4
K
I
E
P
T
M
U
M
A
O
A
D
R
N
.
T
S
U
.
P
U
(
S
420 420 R
E
E
L
V
I
I
F
R
O
T
E
R
H
P
C
A 415 415 D
P
O
E
O
H
L
C
F
)
8
8
D
V
A 410 410
N
(
T
E
E
F
N
I
N
O
I
T 405 405
A
V
E
L
E
Y
C
N
400 400 E
G
A
I
R
T
,
N
E
Y
M
T
E
N 395 395 G
U
A
O LEGEND N
A
C
0.2% ANNUAL CHANCE FLOOD
M
E
SDICTIONS)
I
Y
C 1% ANNUAL CHANCE FLOOD R
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
E 390 L
L
G
D
I
A
R
10% ANNUAL CHANCE FLOOD (
V
E
O
STREAM BED M
E
R
L V W X CROSS SECTION LOCATION P
A
R
385 E
D
9200 9300 9400 9500 9600 9700 9800 9900 10000 10100 10200 10300 10400 10500 E
F STREAM DISTANCE IN FEET ABOVE BURRILLVILLE/GLOCESTER CORPORATE LIMITS 23P 440 440
Y
D
U
435 T 435
S
D
E
L
I
A
T
E
D
F
O
S
T
R
430 I 430
E
E
M
L
I
V
I
I
L
F
R
O
T
E
R
H
P
C
A 425 425 D
P
O
E
O
H
L
C
F
)
8
8
D
V
A 420 420
N
(
T
E
E
F
N
I
N
O
I
T 415 415
A
V
E
L
E
Y
C
N
410 410 E
G
A
I
R
T
,
N
E
Y
M
T
E
N 405 405 G
U
A
O LEGEND N
A
C
0.2% ANNUAL CHANCE FLOOD
M
E
SDICTIONS)
I
Y
C 1% ANNUAL CHANCE FLOOD R
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
E 400 L
L
G
D
I
A
R
10% ANNUAL CHANCE FLOOD (
V
E
O
STREAM BED M
E
R
L Y CROSS SECTION LOCATION P
A
R
395 E
D
10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 E
F STREAM DISTANCE IN FEET ABOVE BURRILLVILLE/GLOCESTER CORPORATE LIMITS 24P 245 245
T
I
M
I
L
E
T
A
E
R
D 240 D 240
G
O
E
A
N
P
D
D
V
R
O
A
I
I
R
E
A D
R
R
R
E
O T
O A
L
B
D
C
S
C
R
O
L
I
N
E
E
D
R
D
T
E
H
T
C
L
A
L
I
A
D
R
A
O
I
E
D
E A
I
V
O
V
R
I
N
F
R R
L
O
R
W
I
U
H
G
R
P
A
O
T
S
I
P
P 235 R 235
E
M
K
S
L
I
O
H
F
O
T
R
R
O
O
B
N R
Y
P
R
R
D
230 230 E
O
H
O
C
L
F
)
8
8
D
V
A 225 225
N
(
T
E
E
F
N
I
N
O
I
T 220 220
A
V
E
L
E
Y
C
N
215 215 E
G
A
I
R
T
,
N
E E Y
)
M
T
S
E
N
N
G
210 210 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
205 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B C D CROSS SECTION LOCATION P
A
R
200 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 E STREAM DISTANCE IN FEET ABOVE NORTH SMITHFIELD CORPORATE LIMIT* F *NORTH SMITHFIELD CORPORATE LIMIT IS LOCATED APPROXIMATELY 2,210 FEET DOWNSTREAM OF GREAT ROAD 25P 250 250
Y
D
D
A
U
O
T
245 R 245
S
L
D
4
L
I
E
0
L
H
1
I
A
T
E
E
T
T
E
K
U
D
C
O
O
F
R
S
O
N
S
T
O 240 I 240
E
O
K
M
L
I
W
I
O
L
F
O
R
O
B
R
Y
P
R
R
D
235 235 E
O
H
O
C
L
F
)
8
8
D
V
A 230 230
N
(
T
E
E
F
N
I
N
O
I
T 225 225
A
V
E
L
E
Y
C
N
220 220 E
G
A
I
R
T
,
N
E G H Y
)
M
T
S
E
N
N
G
215 215 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
210 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L F CROSS SECTION LOCATION P
A
R
205 E
D
6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 E
F STREAM DISTANCE IN FEET ABOVE NORTH SMITHFIELD CORPORATE LIMIT* 26P 330 330
)
E
2
Y
H
G
325 0 325
A
T
R
I
D
1
I
E
W
W
E
V
R
H
I
T
E
B
G
R
I
U
C
L
H
H
O
N E
C
E
R
V
Y
E
N
U
R
E
L
L
A
O
T
F
R
H
T
A
N
B
C
G
T
S
I
I
O
S
V
H 320 C 320
E
(
L
I
R
E
F
V
I
O
R
R
R
P
A
E
D
315 315 L
O
C
O
L
F
)
8
8
D
V
A 310 310
N
(
T
E
E
F
N
I
N
O
I
T 305 305
A
V
E
L
E
Y
C
N
300 300 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
295 295 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
290 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B C D E F CROSS SECTION LOCATION P
A
R
285 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 E
F STREAM DISTANCE IN FEET ABOVE MOUTH 27P 340 340
E
U
N
E
V
335 A 335
T
S
A
E
330 330 S
E
L
I
R
E
F
V
I
O
R
R
R
P
M
A
A
E
D
D
325 325 L
O
E
C
L
L
O
I
V L
S
F
I
R
)
R
8
A
8
H
D
V
A 320 320
N
(
T
E
E
F
N
I
N
O
I
T 315 315
A
V
E
L
E
Y
C
N
310 310 E
G
A
I
R
T
,
N
E J K L Y
)
M
T
S
E
N
N
G
305 305 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
300 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L G H I CROSS SECTION LOCATION P
A
R
295 E
D
5500 6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 E
F STREAM DISTANCE IN FEET ABOVE MOUTH 28P 360 360
E 355 7 355
T
D
U
0
E
A
1
N
E
E
O
E
R
V
R
T
T
A
U
N S
O
D
A
L
R
A
O
M
O
E
O
R
R
T
E
H
L
A
I
H
C
T
S
A
S
S
S 350 R 350
E
L
I
R
E
F
V
I
O
R
R
R
P
A
E
D
345 345 L
O
C
O
L
F
)
8
8
D
V
A 340 340
N
(
T
E
E
F
N
I
N
O
I
T 335 335
A
V
E
L
E
Y
C
N
330 330 E
G
A
I
R
T
,
N
E R S Y
)
M
T
S
E
N
N
G
325 325 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
320 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L M N O P Q CROSS SECTION LOCATION P
A
R
315 E
D
11500 12000 12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 E
F STREAM DISTANCE IN FEET ABOVE MOUTH 29P 385 385
T
D
7
H
E
380 E 380
0
T
E
R
I
T
1
E
R
S
W
E
V
T
R
I
T
E
S
O
R
U
C
M
L
W
G
O
N
A
A
I
A
E
R
R D
N
O
U
E
E
I
E
L
S
T
F
T
M
A
A
N
E
N
P
T
S
E
O
R
375 S 375
C
P
C
E
L
I
R
E
F
V
I
O
R
R
R
P
A
E
D
370 370 L
O
C
O
L
F
)
8
8
D
V
A 365 365
N
(
T
E
E
F
N
I
N
O
I
T 360 360
A
V
E
L
E
Y
C
N
355 355 E
G
A
I
R
T
,
N
E X Y Z Y
)
M
T
S
E
N
N
G
350 350 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
345 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V V E
O
STREAM BED M
E
R
L T U W CROSS SECTION LOCATION P
A
R
340 E
D
17500 18000 18500 19000 19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 E
F STREAM DISTANCE IN FEET ABOVE MOUTH 30P 450 450
M
A
E
D
U
L 440 N 440
L
E
I
D
V
M
A
A
O
Y
E
R
D
G
D
H
D
I
O
T
R
H
R
L
S
O
E
N
S
R
'
S
U 430 N 430
E
E
A
E
L
L
R I
R
G
E
F
V
I
O
R
R
R
P
A
E
D
420 420 L
O
C
O
L
F
)
8
8
D
V
A 410 410
N
(
T
E
E
F
N
I
N
O
I
T 400 400
A
V
E
L
E
Y
C
N
390 390 E
G
A
I
R
T
,
N
E AE AF Y
)
M
T
S
E
N
N
G
380 380 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
370 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L AA AB AC AD CROSS SECTION LOCATION P
A
R
360 E
D
23400 23600 23800 24000 24200 24400 24600 24800 25000 25200 25400 25600 25800 26000 E
F STREAM DISTANCE IN FEET ABOVE MOUTH 31P 450 450
445 M 445
A
E
D
N
T
A
L
S
A
R
G
E
R
N
E
R
D
A
N
W
E
S
440 R 440
E
P
L
I
R
E
F
V
I
O
R
R
R
P
A
E
D
435 435 L
O
C
O
L
F
)
8
D
8
A
D
O
V
R
Y
A 430 430
E
D
N
K
(
U
F
A
T
T
L
O
E
S
E
T
M
I
D
F
U
E
M
L
N
L
I
I
I
L
L
A
A
N
T
O
W
E
I
D
T 425 T 425
A
S
V
A
E
E
L
E
Y
C
N
420 420 E
G
A
I
R
T
,
N
E AK Y
)
M
T
S
E
N
N
G
415 415 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
410 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L AG AH AI AJ CROSS SECTION LOCATION P
A
R
405 E
D
24500 25000 25500 26000 26500 27000 27500 28000 28500 29000 29500 30000 30500 31000 E
F STREAM DISTANCE IN FEET ABOVE MOUTH 32P 115 115 1% ANNUAL CHANCE BACKWATER FROM WOONASQUATUCKET RIVER
E
U
N
E
V
T
H
T
E
D
110 A 110
T
T
E
I
E
N
E
E
T
R
W
O
E
R
E
T
P
R
T
E
K
S
T
S
C
E
C
L
S
L
N U
D
E
A
E
T
R
R
U
D
U
A
O
A
N
L
N
U
T
H
F
A
E
Q
C
C
L
I
N
M
S
L
R
V
S
O
K
A
M
A
O 105 C 105
E
O
E
N
O
L
O
I
O
R
F
W
B
O
Y
R
R
Y
P
R
D
E
U
D
B
T 100 T 100
E
S
N
O
E
D
A
R
O
E
T
R
L
L
I
S
C
A
F
T
T
R
)
E
E
8
D
B
8
F
M
D
O
U
V
T
H
A 95 I 95
N
M
(
I
L
T
E
E
F
N
I
N
O
I
T 90 90
A
V
E
L
E
Y
C
N
85 85 E
G
A
I 1% ANNUAL CHANCE FLOOD PROFILE
R
T
, OF OVERLAND FLOW NOT CONTAINED N
E
Y
IN PIPING SYSTEM )
M
T
S
E
N
N
G
80 80 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD* D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD* E
L
E
75 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD* R
V
E
O
STREAM BED M
E
R
L CROSS SECTION LOCATION P
A
R
70 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH ALLENDALE POND *DATA NOT AVAILABLE 33P 170 170 1% ANNUAL CHANCE BACKWATER FROM BLACKSTONE RIVER
R
E
T
S
R
E
H
E 160 D 160
D
C
T
V
I
A
I A
R
O
R
O
W
O
D
R
R
E
E
W
A
R
C
N
R
O
D
E
E
O
N
R
N
V
V
E
T
I
L
I
I
A
U
S
R
R
A
L
E
K
F
R
D
W
C
C
L
N
E
A
N
S
O
O
K
L
N 150 E 150
C
B E
D
O
I
L
V
O
I
O
R
F
R
B
P
O
L
R
L
P
A
F
D 140 140 K
O
O
O
O
R
L
C
F
)
8
8
D
V
A 130 130
N
(
T
E
E
F
N
I
N
O
I
T 120 120
A
V
E
L
E
Y
C
N
110 110 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
100 100 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
90 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B C CROSS SECTION LOCATION P
A
R
80 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 34P 210 210
200 200
M
A
D
S 190 190 K
E RESERVOIR NO. 1 O
L
O
I
R
F
B
O
L
R
L
P
A
F
D 180 180 K
O
O
O
O
R
L
C
F
)
8
8
D
V
A 170 170
N
(
T
E
E
F
N
I
N
O
I
T 160 160
A
V
E
L
E
Y
C
N
150 150 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
140 140 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
130 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L D CROSS SECTION LOCATION P
A
R
120 E
D
800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 35P 230 230
T
220 E 220
L
T
U
O
R
I
O
V
R
E
S
S
E
K
210 R 210
E
O
L
O
I
R
RESERVOIR NO. 2 F
B
O
L
R
L
P
A
F
D 200 200 K
O
O
O
O
R
L
C
F
)
8
8
D RESERVOIR NO. 1
V
A 190 190
N
(
T
E
E
F
N
I
N
O
I
T 180 180
A
V
E
L
E
Y
C
N
170 170 E
G
A
I
R
T
,
N
E I Y
)
M
T
S
E
N
N
G
160 160 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
150 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L E F G H CROSS SECTION LOCATION P
A
R
140 E
D
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 36P 250 250
240 D 240
A
O
R
L
L
I
H
S
E
L
Y
S
A
K
230 S 230
E
O
L
O
I
R
F
B
O
L
R
L
P
A
F
D 220 220 K
O
O
O
O
R
L
C
F
)
8
8
D
V
A 210 210
N
(
T
E
E
F
N
I
N
O I CULVERT T 200 200
A
V
E
L
E
Y
C
N
190 190 E
G
A
I
R
T
,
N
E K Y
)
M
T
S
E
N
N
G
180 180 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
170 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L J CROSS SECTION LOCATION P
A
R
160 E
D
5200 5400 5600 5800 6000 6200 6400 6600 6800 7000 7200 7400 7600 7800 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 37P 270 270
260 260
S 250 250 K
E
O
L
O
I
R
F
B
O
L
R
L
P
A
F
D 240 240 K
O
O
O
O
R
L
C
F
)
8
8
D
V
A 230 230
N
(
T
E
E
F
N
I
N
O
I
T 220 220
A
V
E
L
E
Y
C
N
210 210 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
200 200 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
190 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L L M CROSS SECTION LOCATION P
A
R
180 E
D
7800 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10200 10400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 38P 310 310
Y
D
U
T 300 D 300
S
A
O
D
R
E
L
I
T
A
A
T
E
E
R
D
G
F
D
O
L
S
K
O 290 T 290
I
E
O
M
L
I
O
I
L
R
F
B
O
L
R
L
P
A
F
D 280 280 K
O
O
O
O
R
L
C
F
)
8
8
D
V
A 270 270
N
(
T
E
E
F
N
I
N
O
I
T 260 260
A
V
E
L
E
Y
C
N
250 250 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
240 240 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
230 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L N O CROSS SECTION LOCATION P
A
R
220 E
D
10400 10600 10800 11000 11200 11400 11600 11800 12000 12200 12400 12600 12800 13000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 39P 125 125 1% ANNUAL CHANCE BACKWATER FROM POCASSET RIVER
H
120 R 120
T
I
E
V
W
I
R
E
C
T
E
N
E
S
S
U
L
A
F
C
N
O
S
O
P
115 C 115
E
L
I
K
F
O
O
O
R
R
B
P
Y
D 110 110 R
O
D
O
L
F
)
8
8
D
V
A 105 105
N
(
T
E
E
F
N
I
N
O
I
T 100 100
A
V
E
L
E
Y
C
N
95 95 E
G
A
I
R
T
,
N
E B Y
)
M
T
S
E
N
N
G
90 90 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
85 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A CROSS SECTION LOCATION P
A
R
80 E
D
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH POCASSET RIVER 40P 140 140
135 E 135
U
N
E
V
A
D
O
O
W
T
S 130 A 130
E
L
I
K
F
O
O
O
R
R
B
P
Y
D 125 125 R
O
D
O
L
F
)
8
8
D
V
A 120 120
N
(
T
E
E
F
N
I
N
O
I
T 115 115
A
V
E
L
E
Y
C
N
110 110 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
105 105 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
100 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L C D CROSS SECTION LOCATION P
A
R
95 E
D
1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH POCASSET RIVER 41P 155 155
Y
D
U
150 T 150
S
D
E
L
I
A
T
E
D
F
O
S
T
145 I 145
E
M
L
I
I
L
K
F
O
O
O
R
R
B
P
Y
D 140 140 R
O
D
O
L
F
)
8
8
D
V
A 135 135
N
(
T
E
E
F
N
I
N
O
I
T 130 130
A
V
E
L
E
Y
C
N
125 125 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
120 120 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
115 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L E F G CROSS SECTION LOCATION P
A
R
110 E
D
1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH POCASSET RIVER 42P 165 165
Y
D
U
D
D
H
T
E
160 A 160
T
A
S
I
V
D
O
I
O
R
A
D
W
R
R
R
E
E
O
D
E
V
L
E
R
I
M
I
C
L
D
R
R
A
R
N
A
O
A
T
E
E
T
D
O
F
E
F
S
U
I
R
D
K
L
W
E
K
N
E
F
O E
F
O
W
O
V
N
O
N
O
O
I
I
C
S
R
O
R
P
T
R
B
C 155 I 155
B
E
M
L
T
I
I
L
S
F
E
O
W
R
H
P
C
N
D
150 150 A
O
R
O
B
L
T
F
S
)
A
8
E
8
D
V
A 145 145
N
(
T
E
E
F
N
I
N
O
I
T 140 140
A
V
E
L
E
Y
C
N
135 135 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
130 130 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
125 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L CROSS SECTION LOCATION P
A
R
120 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEST RIVER 43P 120 120 1% ANNUAL CHANCE BACKWATER FROM MESHANTICUT BROOK
5
9
K
S
D
7
2
P
O
H
A
3
110 E 110
E
O
T
M
O
I
U
E
T
R
A
R
T
N
W
U
B
R
L
E
U
O
E
L
T
V
I
O
D
R
C
U
A
R
H
N
E
N
C
I
U
K
E
E
E
T
T
O
T
C
C
U
A
I
N
B
L
A
A
T
T
F
A
H
T
S
N
A
K
N
T
H
S
R
R
S
N
O
S
U
E
O
U 100 T 100 E
C
E
O
T
F
A O
S
N
M
L
I
R
I
B
F
L
O
L
I
R
H
P
E
D 90 90 C
A
O
N
O
R
L
U
F
F
)
8
8
D
V
A 80 80
N
(
T
E
E
F
N
I
N
O
I
T 70 70
A
V
E
L
E
Y
C
N
60 60 E
G
A
I
R
T
,
N
E A Y
)
M
T
S CULVERT E
N
N
G
50 50 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
40 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L CROSS SECTION LOCATION P
A
R
30 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MESHANTICUT BROOK 44P 180 180
Y
R
A
T
170 F 170
E
U
O
U
B
I
N E
R
E
C
T
V
N
L
A
E
L
I
U
X
I L
H
F
N
E
N
E
C
O
H
K
A
S
P
C
O 160 N 160
E
R
O
L
U
R
I
F
B
F
L
O
L
I
R
H
P
E
D 150 150 C
A
O
N
O
R
L
U
F
F
)
8
8
D
V
A 140 140
N
(
T
E
E
F
N
I
N
O
I
T 130 130
A
V
E
L
E
Y
C
N
120 120 E
G
A
I
R
T
,
N
E D Y
)
M
T
S
E
N
N
G
110 110 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
100 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L B C CROSS SECTION LOCATION P
A
R
90 E
D
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MESHANTICUT BROOK 45P 210 210
200 1 2 200
E
. .
N
O O
A
N N
L
Y Y
Y
L
A A
R
W W
E
E E
B
V V
I I
M
I
K
R R
K S
D D 190 190 O
E
O
L
R
I
B
F
L
O
L
I
R
H
P
E
D 180 180 C
A
O
N
O
R
L
U
F
F
)
8
8
D
V
A 170 170
N
(
T
E
E
F
N
I
N
O
I
T 160 160
A
V
E
L
E
Y
C
N
150 150 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
140 140 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
130 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L E F CROSS SECTION LOCATION P
A
R
120 E
D
5200 5400 5600 5800 6000 6200 6400 6600 6800 7000 7200 7400 7600 7800 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MESHANTICUT BROOK 46P 270 270
260 260
K
S 250 250 O
E
O
L
R
I
B
F
L
O
L
I
R
H
P
E
D 240 240 C
A
O
N
O
R
L
U
F
F
)
8
8
D
V
A 230 230
N
(
T
E
E
F
N
I
N
O
I
T 220 220
A
V
E
L
E
Y
C
N
210 210 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
200 200 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
190 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L G H CROSS SECTION LOCATION P
A
R
180 E
D
7400 7600 7800 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MESHANTICUT BROOK 47P 300 300
290 290
E
V
I
R
D
E
T
A
V
I
R
K
P
S 280 280 O
E
O
L
R
I
B
F
L
O
L
I
R
H
P
E
D 270 270 C
A
O
N
O
R
L
U
F
F
)
8
8
D
V
A 260 260
N
(
T
E
E
F
N
I
N
O
I
T 250 250
A
V
E
L
E
Y
C
DAM N
240 240 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
230 230 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
220 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L I J K L CROSS SECTION LOCATION P
A
R
210 E
D
8800 9000 9200 9400 9600 9800 10000 10200 10400 10600 10800 11000 11200 11400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MESHANTICUT BROOK 48P 330 330
320 320
K
S 310 310 O
E
O
L
R
I
B
F
L
O
L
I
R
H
P
E
D 300 300 C
A
O
N
O
R
L
U
F
F
)
8
8
D
V
A 290 290
N
(
T
E
E
F
N
I
N
O
I
T 280 280
A
V
E
L
E
Y
C
DAM N
270 270 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
260 260 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
250 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L M N CROSS SECTION LOCATION P
A
R
240 E
D
9800 10000 10200 10400 10600 10800 11000 11200 11400 11600 11800 12000 12200 12400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MESHANTICUT BROOK 49P 360 360
350 350
E
V
I
R
D
E
T
A
V
I
R
K
P
S 340 340 O
E
O
L
R
I LIMIT OF DETAILED STUDY
B
F
L
O
L
I
R
H
P
E
D 330 330 C
A
O
N
O
R
L
U
F
F
)
8
8
D
V
A 320 320
N
(
T
E
E
F
N
I
N
D
O
I
A
T
310 O 310
A
R
V
E
D
L
R
E
A
H
C
R
Y
O
C
N
I
N
P
300 300 E
P
I
G
P
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
290 290 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
280 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L O CROSS SECTION LOCATION P
A
R
270 E
D
12400 12600 12800 13000 13200 13400 13600 13800 14000 14200 14400 14600 14800 15000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MESHANTICUT BROOK 50P 220 220 1% ANNUAL CHANCE BACKWATER FROM FURNACE HILL BROOK
K
O 210 H 210
O
T
I
R
W
B
E
L
Y
L
C
M
I
N
A R
H
E
D
A
E
U
C
L
T
F
A
U
N
N
S
B
O
R 200 200 I
C
E
U
R
F
L
T
I
F
K
O
O
O
R
R
P
B
D 190 190 L
L
O
I
H
O
L
E
F
C
A
)
8
N
8
R
D
U
V
F
A 180 180
N
(
T
E
E
F
N
I
N
O
I
T 170 170
A
V
E
L
E
Y
C
N
160 160 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
150 150 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
140 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B C D E F CROSS SECTION LOCATION P
A
R
130 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH FURNACE HILL BROOK 51P 270 270
Y
D
U
260 T 260
S
D
E
L
I
Y
A
R
T
E
A
D
T
F
U
O
S
B
T
I 250 I 250
E
R
M
L
I
T
I
L
F
K
O
O
O
R
R
P
B
D 240 240 L
L
O
I
H
O
L
E
F
C
A
)
8
N
8
R
D
U
V
F
A 230 230
N
(
T
E
E
F
N
I
N
O
I
T 220 220
A
V
E
L
E
Y
C
N
210 210 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
200 200 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
190 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L G H CROSS SECTION LOCATION P
A
R
180 E
D
2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH FURNACE HILL BROOK 52P 135 135
E
U
E
H
N
U
130 T 130
I E
N
V
R
E
W
E
A
V
E
V
A
I
H
C
R
T
N
N
R
E
O
T
O
U T
S
L
E
G
W
F
K
N
T
W
I
N
O
N
X
O
S
E
E O 125 C 125
E
L
W
R
L
B
I
F
S
O
N
R
W
P
O
D
120 120 D
N
O
L
O
O
L
C
F
N
I
)
L
8
8
D
V
A 115 115
N
(
T
E
E
F
N
I
N
O
I
T 110 110
A
V
E
L
E
Y
C
N
105 105 E
G
I
A
R
T
,
N
E
B Y
)
M
T
S
E
N
N
G
100 100 O
I
A
U
T
N
LEGEND O
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
I
E
Y 1% ANNUAL CHANCE FLOOD R
C
C
U
J
N
N 2% ANNUAL CHANCE FLOOD
L
E
E
95 L
G
D
A
(
I 10% ANNUAL CHANCE FLOOD R
E
V
STREAM BED M
O
E
R
A L CROSS SECTION LOCATION P
A
R
90 E
D
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEST RIVER 53P 155 155
150 150
K
O
S
145 145 O
E
R
L
B
I
F
S
O
N
R
W
P
O
D
140 140 D
N
O
L
O
O
L
C
F
N
I
)
L
8
8
D
V
A 135 135
N
(
T
E
E
F
N
I
N
O
I
T 130 130
A
V
E
L
E
Y
C
N
125 125 E
G
I
A
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
120 120 O
I
A
U
T
N
LEGEND O
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
I
E
Y 1% ANNUAL CHANCE FLOOD R
C
C
U
J
N
N 2% ANNUAL CHANCE FLOOD
L
E
E
115 L
G
D
A
(
I 10% ANNUAL CHANCE FLOOD R
E
V
STREAM BED M
O
E
R
L
CROSS SECTION LOCATION P
A
R
110 E
D
1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEST RIVER 54P 185 185
E
U
E
N
E
E 180 U 180
V
V
N
5 I
A
E
1
R
V
G D
E
A
N
T
I
N
R I
U
R
E
O
M
P
D
R
A
S
N
.
J
L
K
A
S
N
.
A
X
E
O
U
R
E
S
B
E
L 175 175 O
E
N
A
R
I
L
B
M I
F
S
O
N
R
W
P
O
D
D
170 Y 170
N
D
O
L
D
U
A
O
O
T
F
O
S
O
L
C
R
D F
T
N
L
I
I
E
L
L
)
L
M
E
I
I
8
G
L
A
8
T
N
E
D
A
V
D
A 165 165
N
(
T
E
E
F
N
I
N
O
I
T 160 160
A
V
E
L
E
Y
C
N
155 155 E
G
I
A
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
150 150 O
I
A
U
T
N
LEGEND O
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
I
E
Y 1% ANNUAL CHANCE FLOOD R
C
C
U
J
N
N 2% ANNUAL CHANCE FLOOD
L
E
E
145 L
G
D
A
(
I 10% ANNUAL CHANCE FLOOD R
E
V
C STREAM BED M
O
E
R
D E F G L CROSS SECTION LOCATION P
A
R
140 E
D
2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WEST RIVER 55P
65 5 65
5
9
9
2
2
E
E
H
T
T
H
T
U
U
T
U
O
O
R
O
R
R
O
S
E
N
E
T
T
E
A
A
Y
U
T
T
R
60 N 60
S
S
A
E
R
R
V
D
E
E
A
K
N
T
T
A
U
N
N
N
I
I
R
O
O
T
B
D
M
Y
N
A
T
O
L
N
K
U
S
O
W
O
55 E 55
E
O
C
N
L
R
I
B
F
T
O
U
R
C
I
P
T
N 50 50 D
A
O
H
O
S
L
E
F
M
)
8 CULVERT
8
D
V
A 45 45
N
(
T
E
E
F
N
I
CULVERT
N
O
I
T 40 40
A
V CULVERT
E
L
E
Y
C
N
35 35 E
G
A
I
R
T
,
E N
E
Y
)
M
T
S
E
N
N
G
30 30 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
25 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B C D CROSS SECTION LOCATION P
A
R
20 E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 E
F STREAM DISTANCE IN FEET ABOVE COUNTY BOUNDARY 56P 75 75
H
H
T
T
R
U
O
O
)
S
N
E )
E
E
)
H
T
T
H
T
T 5
5
70 E 70
T
U T
U
U
9
S 9
U
R
O U
O
O
2
2
A
N
O
R
O
R
R
E
E
E
E
(
N
S
V
(
E
E
T
E
T
(
P
T
A
T
M
T
U
U
5
5
A
M
A
A
A
O
O
9
R 9
T
T
A
T
D
R
2
R
2
U
S
S
S
R
E
B
E
P
P
R
R
R
L
T
5
T
I
E K
E
E
M
M
9
A
A
T
T
T
S
A
W
A
O
2
T
T
N
N
N
R
65 R 65
I
I
E
I
S
S
O
R
R
L
R
E
E
I
T
B
T
F
N
N
I
I
T
O
U
R
C
I
P
T
N 60 60 D
A
O
H
O
S
L
E
F
M
)
8
8
D
V
A 55 55
N
(
T
E
E
F
N
I
N
O
I
T 50 50
A
V
E
L
E
CULVERT Y
C
N
45 45 E
G
A
I
R CULVERT T
,
N
E
Y
)
M
T
S
E
N
N
G
7
40 40 O
U
I
A 3
T
E
O LEGEND N
C
T
I
A
C
U
0.2% ANNUAL CHANCE FLOOD D
O
M
S
E
R
I
Y
E
R 1% ANNUAL CHANCE FLOOD C
T
C
U
A
N
J
N
T
2% ANNUAL CHANCE FLOOD E
L
E
S
35 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L F G H CROSS SECTION LOCATION P
A
R
30 E
D
6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 E
F STREAM DISTANCE IN FEET ABOVE COUNTY BOUNDARY 57P 85 85 ANGELLS POND
M
T
A
80 E 80
E
T
D
V
E
E
I
E
R
E
R
V
T
R
I
D
S
T
R
S
W
D
D
E
S
N I
I
W
V
A
T
E
E
L
I
R
K
H
V
K
U
E
A
G
I C
S
L
O
K
75 H 75
A
E
O
L
L
R
I
B
F
T
O
U
R
C
I
P
T
N 70 70 D
A
O
H
CULVERT O
S
L
E
F
M
)
8
8
D
V
A 65 65
N
(
T
E MESHANTICUT LAKE
E
F
N
I
N
O
I
T
T 60 T 60
E
E
A
E
E
V
R
R
E
L
T
T
E
S
S
E
E
S
S
O
O
Y
R
R
C
B
B
N
M
M
A
A 55 55 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
50 50 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
45 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L I J CROSS SECTION LOCATION P
A
R
40 E
D
12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 E
F STREAM DISTANCE IN FEET ABOVE COUNTY BOUNDARY 58P 115 115
110 110
E
E
U
V
I
N
R
E
V
D
A
L
O
X
I
O
N
H
E
C
K
H
S
S
P 105 105 O
E
O
L
R
I
B
F
T
O
U
R
C
I
P
T
N 100 100 D
A
O
H
O
S
L
E
F
M
)
8
8
D
V
A 95 95
N
(
T
E
E
F
N
I
N
O
I
T 90 90
A
V
E
L
E
Y
C
N
85 85 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
80 80 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
75 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O K STREAM BED M
E
R
L L M CROSS SECTION LOCATION P
A
R
70 E
D
19000 19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 E
F STREAM DISTANCE IN FEET ABOVE COUNTY BOUNDARY 59P 130 130
125 125
K
S 120 120 O
E
O
L
R
I
B
F
T
O
U
R
C
I
P
T
N 115 115 D
A
O
H
O
S
L
E
F
M
)
8
Y
8
D
U
D
T
V
E
S
A 110 110
U
N
N
D
(
E
E
T
L
V
I
E
A
A
E
E
T
F
E
T
N
D
A
I
U
F
N
T
O
I
O
I
C
T
T
I
105 S 105
A
M
I
V
L
E
L
E
Y
C
N
100 100 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
95 95 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
90 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L N O P CROSS SECTION LOCATION P
A
R
85 E
D
20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 26000 26500 27000 E
F STREAM DISTANCE IN FEET ABOVE COUNTY BOUNDARY 60P 180 180
Y
D
T
U
E
T 170 E 170
S
R
T
D
M
S
E
A
L
L
I
D
O
A
O
T K
E
H
C
D
C
O
S
R
F
O
T
S
S
T
160 I 160
E
A
E
M
L
I
I
L
R
F
E
O
V
I
R
R
P
L
L
I 150 150 D
M
O
O
FLOODWALLS L
F
)
8
8
D
V
A 140 140
N
(
T
E
E
F
N
I
N
O
I
T 130 130
A
V
E
L
E
Y
C
N
120 120 E
G
A
I
R
T
,
N
E D Y
)
M
T
S
E
N
N
G
110 110 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
100 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B C CROSS SECTION LOCATION P
A
R
90 E
D
1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 61P 210 210
S
T
200 T 200
E
I
E
M
R
I
L
T
S
E
M
M
M
M
T
E
A
A
A
A
A
G
D
D
D
D
E
R
L
O
I
P
V
I
R
R
S
O
190 P 190
C E
L
I
R
F
E
O
V
I
R
R
P
L
L
I 180 180 D
M
O
O
L
F
) HARRIS
8
8 POND
D
V
A 170 170
N
(
T
E
E
F
N
I
N
O
I
T 160 160
A
V
E
L
E
Y
C
N
E
150 E 150
G
G
D
I
A
I
R
R
T
B
,
E
N
T
E
Y
A
)
V
M
T
I
S
E
R
N
N
P
G
140 140 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
130 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V G I E
O
STREAM BED M
E
R
L E F H CROSS SECTION LOCATION P
A
R
120 E
D
3600 3800 4000 4200 4400 4600 4800 5000 5200 5400 5600 5800 6000 6200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 62P 30 30
T
R
E
E
E
V
I
R
T
T
R
H E
25 S 25
E
T
T
I
T
G
R
L
E T
N
E
E
N
L
W
T
K I
O
O I
E
G
L
S
C
D
E
B
R
D
M
I
L
U
C E
B T
I
G
I
R
T
S
D
N
U
N
R
B
I
E A
A
B
H
T
K
E
U
U
N
T
F
O
R
L
U
I
Q
E
E
F
L
O
A
S
E
M
M
F
B
N
P
A
B
S
R
O
S
O
N
E
R
20 C 20
E
O
P
V
O
I
L
I
W R
F
K
O
C
R
U
P
S
S
D 15 15 A
H
O
S
O
O
L
F
M
)
8
8
D
V
A 10 10
N
(
T
E
E
F
N
I
N CULVERT CULVERT
O
I
T 5 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
I
R
T
,
N
E F Y
)
M
T
S
E
N
N
G
-5 -5 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B C D E CROSS SECTION LOCATION P
A
R
E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 63P 45 45
T 40 T 40
E
E
E
E
R
R
T
T
S
S
L
S
L
N
A
E
D
V
N
E
T
A
R
S
S
R 35 35 E
E
V
I
L
I
R
F
K
O
C
R
U
P
S
S
D 30 30 A
H
O
S
O
O
L
F
M
)
8
8
D
V
A 25 25
N
(
T
E
E
F
N
I
N
O
I
T 20 20
A
V
E
L
E
Y
C
N
15 15 E
G
A
I
R
T
,
N
E J Y
)
M
T
S
E
N
N
G
10 10 O
U
I
A
T
O LEGEND N
C
I
A
DAM C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
5 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L G H I CROSS SECTION LOCATION P
A
R
0 E
D
2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 64P 50 50
5 5
9 9
)
P
45 F 45
E E
O
T ) T
M
R
P
U U
A
E
E
O O
R
C
M
V
I
R R
A
N
E
R
E
R
E E
C
U
T
T T
N
T
L
I
S
A A
A
F
E
X
T T
R
N
E
S S
W
(
T
O
R R
R
N
S
C
E
E E
E
E
( 40 V 40
T T
E
I
V
N N
R
I
L
I I
I
D
R
F
L
A
K
I
O
C
R
R
T
U
S
P
S
U
S
D
D
N
A 35 I 35
H
O
S
O
O
L
F
M
)
8
8 CULVERT
D
V
A 30 30
N
(
T
E
E
F
N
I
N
O
I
T 25 25
A
V
E
L
E
E
U
N
E
V
Y
A
C
H
N
C
E 20 N 20
A
G
R
A
I
B
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
15 15 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
10 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L K L M N CROSS SECTION LOCATION P
A
R
5 E
D
5200 5400 5600 5800 6000 6200 6400 6600 6800 7000 7200 7400 7600 7800 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 65P 50 50
45 45
D
A
O
R
S
S
E
C
C
A
R
S
40 40 E
E
V
I
L
I
R
F
K
O
C
R
U
P
S
S
D 35 35 A
H
O
S
O
O
L
F
M
)
8 CULVERT
8
D
V
A 30 30
N
(
T
E
E
F
N
I
N
O
I
T 25 25
A
V
E
L
E
Y
C
N
20 20 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
15 15 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
10 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L O CROSS SECTION LOCATION P
A
R
5 E
D
7800 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10200 10400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 66P 55 55
T
50 E 50
E
R
T
S
Y
R
A
T
E
M
R
S
E
E
45 C 45
E
V
I
L
I
R
F
K
O
C
R
U
P
S
S
D 40 40 A
H
O
S
O
O
L
F
M
)
8
8
D CULVERT
V
A 35 35
N
(
T
E
E CULVERT
F
N
I
N
O
I
T 30 30
A
V
E
L
E
Y
C
N
25 25 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
E
N
N
G
U
20 20 O
U
I
N
A
E
T
O
N
V LEGEND
C
I
A
A
C
0.2% ANNUAL CHANCE FLOOD D
D
M
L S
E
I
E
I
Y
R
C
F 1% ANNUAL CHANCE FLOOD
C
U
H
N
J
T
N
I
2% ANNUAL CHANCE FLOOD E
L
E
M
15 L
G
D
S
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L P Q R CROSS SECTION LOCATION P
A
R
10 E
D
10400 10600 10800 11000 11200 11400 11600 11800 12000 12200 12400 12600 12800 13000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 67P 90 90
5
T
9
E
D 80 E 80
E
E
A
U
T
R
O
N
U
T
L
E
R
O I
S
V
L
R
A
E
A
A
R
E
L
N
O
L
N
T
I
T A
O
A
V
T
C
C
T
N
O
S
E
D
R
R
E
L
R
S
E
G
R
O 70 70 E
T
E
G
V
N
I
L
I
I
R
F
K
O
C
R
U
P
S
S
D 60 60 A
H
O
S
O
O
L
F
M
)
8
8
D
V
A 50 50
N
(
T
E
E
F
N
I
N
O
I
T 40 40
A
V
E
L CULVERT
E
Y
C
N
30 30 E
G
A
I
AA
R
T
Y
,
N
E X Z Y
)
M
T
S
E
N
N
G
20 20 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
10 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L R S T U V W CROSS SECTION LOCATION P
A
R
0 E
D
12000 12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 68P 100 100
E
U
N
E
E
90 T 90
V
G
E
A
D E
I
R
G
R
T
N
B
I
S
R Y
N
P
R
E
S
O
D
T
L
E
C
A
E
R
A
R
S
W
F
E 80 80 E
E
N
V
I
I
L
I
M
R
F
K
O
C
R
U
P
S
S
D 70 70 A
H
O
S
O
O
L
F
M
)
8
8
D
V
A 60 60
N
(
T
E
E
F
N
I
N
O
I
T 50 50
A
V
E
L
E
Y
C
N
40 40 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
30 30 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
20 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L AB AC AD AE AF AG AH CROSS SECTION LOCATION P
A
R
10 E
D
18500 19000 19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 69P 80 80
D
A BLEACHERY POND
O
R
L
I
E
A
E
U
75 T 75
R
G
N
E
D
E
G
D
E
Y
A
I
V
E
N
R
G
O
I R
L
A
T
N
R
B
D
L
I
S
L
N
A
I
D
S
Y
R
O
L
V
U
S
R
I
E
S
E
B
O
K
U
K
N
C
T
I
C
B
L
C
C
G
U
A
A
R
A
S
G
S
W
I
F
S 70 70 E
H
E
A
V
I
L
H
I
S
R
F
O
K
M
O
C
R
U
P
S
S
D 65 65 A
H
O
S
O
O
L
F
M
) CULVERT
8
8
D
V
A 60 60
N
(
T
E
E
F
N
I
CULVERT
N
O I DAM T 55 55
A
V
E
L
E
Y
C
N
50 50 E
G
A
I
R
T
,
N
E AS Y
)
M
T
S
E
N
N
G
45 45 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
40 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V AN E
O
STREAM BED M
E
R
L AI AJ AK AL AM AO AP AQ AR CROSS SECTION LOCATION P
A
R
35 E
D
22900 23400 23900 24400 24900 25400 25900 26400 26900 27400 27900 28400 28900 29400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 70P 95 95 BARNEY POND
E
K
D
H
M
U
O 90 A 90
T
A
I
N
O
O
D
E
R
R
W
V
B
D
E
K
A
N
L
C
C
L
D
O
I
N
A
L
P
E
O
E
M
I
U
Y
R
D
F
L
E
E
A
F
H
N
L
E
T
N
I R
B
R
R
S
O
A
A
M
H
E
85 C 85
B
E
T
S
T
V
I
L
I
R
F
K
O
C
R
U
P
S
S
D 80 80 A
H
O
S
O
O
L
F
M
)
8
8 DAM
D
V
A 75 75
N
(
T
E
E
F
N
I
N
O
I
3 T 70 70
2
A
1
V
E
E
L
T
E
U
O
R
E
Y
T
C
A
T N
S 65 65 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
60 60 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
55 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V AY BB E
O
STREAM BED M
E
R
L AT AU AV AW AX AZ BA CROSS SECTION LOCATION P
A
R
50 E
D
29400 29900 30400 30900 31400 31900 32400 32900 33400 33900 34400 34900 35400 35900 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 71P 115 115
110 3 110
2
1
E
T
U
O
R
E
T
A
R
T
S
E 105 S 105
E
V
I
L
I
R
F
K
O
C
R
U
P
S
S
D 100 100 A
H
O
S
O
O
L
F
M
)
8
8
D
V
A 95 95
N
(
T
E
E
F
N
I
N
O
I
T 90 90
A
V
E
L
E
Y
C
DAM N
85 85 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
80 80 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
75 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L BC BD BE BF CROSS SECTION LOCATION P
A
R
70 E
D
34400 34900 35400 35900 36400 36900 37400 37900 38400 38900 39400 39900 40400 40900 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 72P 135 135 BUTTERFLY POND
D
A
130 O 130
E
R
E E
V
I
L
G G
L
R
I
D D
I I
D
H
R R
E
K
B B
T
C
T T
A
E
O O
V
I
N
O O
R
K
F F
P R
A
S
E 125 125 E
E
R
V
I
B
L
I
R
F
K
O
C
R
U
P
S
S
D 120 120 A
H
O
S
O
O
L
F
M
)
8
8
D
V
A 115 115
N
(
T
E
E
F
N
I
N
O
I
T 110 110
A
V
E
L
E
Y
C
N
105 105 E
G
A DAM I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
100 100 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L BJ E
95 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V BI E
O
STREAM BED M
E
R
L BG BH BK BL BM BN BO CROSS SECTION LOCATION P
A
R
90 E
D
35900 36400 36900 37400 37900 38400 38900 39400 39900 40400 40900 41400 41900 42400 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 73P 155 155
150 150
D
A
O
R
S
S
E
C
C
A
R
S
145 145 E
E
V
I
L
I
R
F
K
O
C
R
U
P
S
S
D 140 140 A
H
O
S
O
O
L
F
M
)
8
8
D
V
A 135 135
N
(
T
E
E DAM
F
N
I
N
O
I
T 130 130
A
V
E
L
E
Y
C
N
125 125 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
120 120 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L BS E
115 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V BR E
O
STREAM BED M
E
R
L BP BQ CROSS SECTION LOCATION P
A
R
110 E
D
40400 40900 41400 41900 42400 42900 43400 43900 44400 44900 45400 45900 46400 46900 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 74P 180 180
175 175
E E
V V
I I
R R
D D
E E
T T
A A
V V
I I
R R
P P R
S
170 170 E
E
V
I
L
I
R
F
K
O
C
R
U
P
S
S
D 165 165 A
H
O
S
O
O
L
F
M
)
8
8
D
V
A 160 160
N
(
T
E
E
F
N
I
N
O
I
E T 155 155
U
A
N
V
E
E
L
V
E
A
N
A
Y
M
R
C
E
N
H
E 150 S 150
G
A
I
R
T
,
N
E CC Y
)
M
T
S
E
N
N
G
145 145 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
140 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L BT BU BV BW BX BY BZ CA CB CROSS SECTION LOCATION P
A
R
135 E
D
42400 42900 43400 43900 44400 44900 45400 45900 46400 46900 47400 47900 48400 48900 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 75P 205 205
Y
D
U
6 200 T 200
4
S
2
D
E
E
T
L
I
U
A
O
T
R
E
E
D
T
F
A
O
R
T
S
6
T
E
S
195 I 195
)
E
4
V
D
2
M
I
L
I
A
I
E
L
R
O
T
F
R
U
K
O
O
R
C
R
U
R
U
B
E
L
P
S
T
I
A
S
W
(
T
D
A
190 S 190
H
O
S
O
O
L
F
M
)
8
8
D
V
A 185 185
N
(
T
E
E
F
N
I
N
O
I
T 180 180
A
V
E
L
E CULVERT
Y
C
N
175 175 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
170 170 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
165 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L CD CE CF CG CROSS SECTION LOCATION P
A
R
160 E
D
48400 48900 49400 49900 50400 50900 51400 51900 52400 52900 53400 53900 54400 54900 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH WOONASQUATUCKET RIVER 76P 210 210
Y
D
U
Y
T 200 R 200
S
A
D
D
D
A
E
N
O
L
U
R
I R
M
O
E
A
S
A
B
T
V
S
D
I
E
E
Y
D
R
C
T
F
C
N
T
O
A
U
S
E
O
T
190 I 190
E
C
X
M
L
I
U
I
L
T
F
W
O
A
R
P
P
H
C 180 180 D
N
O
A
O
R
L
B
F
H
)
T
8
8
R
D
O
V
N
A 170 170
N
(
T
E
E
F
N
I
N
O
I
T 160 160
A
V
E
L
E
Y
C
N
150 150 E
G
A
I
R
T
,
N
E F Y
)
M
T
S
E
N
N
G
140 140 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
130 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B C D E CROSS SECTION LOCATION P
A
R
120 E
D
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 E STREAM DISTANCE IN FEET ABOVE TOWN OF SCITUATE CORPORATE LIMITS* F *TOWN OF SCITUATE CORPORATE LIMITS IS LOCATED APPROXIMATELY 3,700 FEET DOWNSTREAM OF DAM 77P 230 230
Y
6 220 R 220
1
A
1
D
E
N
T
U
R
U
M
O
E
O
A
B
V
R
D
I
Y
E
R
T
T
N
A
T
U
T
S
E
O 210 S 210
E
C
X
L
U
I
T
F
W
O
A
R
P
P
H
C 200 200 D
N
O
A
O
R
L
B
F
H
)
T
8
8
R
D
O
V
N
A 190 190
N
(
T
E
E
F
N
I
N
O
I
T 180 180
A
V
E
L
E
Y
C
N
170 170 E
G
A
I
R
T
,
N
E K Y
)
M
T
S
E
N
N
G
160 160 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
150 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L G H I J CROSS SECTION LOCATION P
A
R
140 E
D
7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 13500 E
F STREAM DISTANCE IN FEET ABOVE TOWN OF SCITUATE CORPORATE LIMITS* 78P 240 240
Y
D
U
230 T 230
S
D
E
L
R
I
E
A
T
V
I
E
D
R
F
T
O
S
E
T
220 I 220
E
X
M
L
I
U
I
L
T
F
W
O
A
R
P
P
H
C 210 210 D
N
O
A
O
R
L
B
F
H
)
T
8
8
R
D
O
V
N
A 200 200
N
(
T
E
E
F
N
I
N
O
I
T 190 190
A
V
E
L
E
Y
C
N
180 180 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
170 170 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
160 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L L M N CROSS SECTION LOCATION P
A
R
150 E
D
13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 20000 E
F STREAM DISTANCE IN FEET ABOVE TOWN OF SCITUATE CORPORATE LIMITS* 79P 400 400
R
E
V
I
R
395 R 395
A
T
E
E
L
E
C
R
H
T
T
S
I
E
W
V
E
O
C
R
N
G
S 390 E 390
U
E
R
L
L
F
E
I
N
V
F
I
O
C
R
O
G
R
A
P
O
D 385 385 C
S
O
A
O
P
L
F
)
8
8
D
V
A 380 380
N
(
T
E
E
F
N
I
N
O
I
T 375 375
A
V
E
L
E
Y
C
N
370 370 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
365 365 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
360 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B CROSS SECTION LOCATION P
A
R
355 E
D
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 E
F STREAM DISTANCE IN FEET ABOVE MOUTH 80P 425 425
420 420
415 415 S
E
R
L
E
I
V
F
I
R
O
G
R
A
Y
P
D
O
U
D
C
7 410 T 410
0
S
S
O
1
A
D
O
E
E
P
T
L
L
I
U
M
A
F
O
THE 10%, 2%, 1%, AND 0.2% ANNUAL CHANCE A
T
R
)
D
E
8
E FLOOD PROFILES ARE TOO CLOSE D
8
T
F
A
D TO BE SHOWN SEPARATELY O
T
V
T
S
I
A 405 405
N
M
(
I
L
T
E
E
F
N
I
N
O
I
7 T 400 400
0
A
1
V
E
E
L
T
E
U
O
R
E
Y
T
C
A
T
N
S 395 395 E
G
A
I
R
T
M
A ,
N
D
E
Y
)
M
T
S
E
N
N
G
390 390 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
385 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L C D E F G H I CROSS SECTION LOCATION P
A
R
380 E
D
2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 E
F STREAM DISTANCE IN FEET ABOVE MOUTH 81P 30 30 1% ANNUAL CHANCE BACKWATER FROM PROVIDENCE RIVER
25 25
S
20 20 R
E
E
L
I
V
I
F
R
O
T
R
E
P
X
U
D 15 15 T
O
W
O A
P
L
F
)
8
8
D
E
V
U
A 10 10
E
L
N
N
(
E
T
V
S
T
E
A
E
R
E
K
F
T
C
I
N
R
I
E
W
N
R
W
O
A
E
I
S
T 5 W 5
A
V
E
L
E
Y
C
N
0 0 E
G
A
I
R
T
,
N
E C Y
)
M
T
S
E
N
N
G
-5 -5 O
U
M
T
I
A
E
A
T
O
N
E
D LEGEND
C
R
I
A
C
T
T
D
E 0.2% ANNUAL CHANCE FLOOD
S
M
S
X
E
I
D
U
Y
R
C
A
T 1% ANNUAL CHANCE FLOOD
C
U
O
W
N
J
R
N
A
B
2% ANNUAL CHANCE FLOOD E
L
E
P
L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B CROSS SECTION LOCATION P
A
R
E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 E
F STREAM DISTANCE IN FEET ABOVE BROAD STREET 82P 35 35
30 30
S
25 25 R
E
E
L
I
V
I
F
R
O
T
R
E
P
X
U
D 20 20 T
O
W
O A
P
L
F
)
8
8
D
V
A 15 15
N
(
T
E
E
F
N
I
N
O
I
T 10 10
A
E
V
E
G
K
L
D
I
E
A
R
R
B
T
T
M
O
Y
A
O
C
F
N
5 5 E
G
A
I
R
T
,
N
E E Y
)
M
T
S
E
N
N
G
0 0 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
-5 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L D CROSS SECTION LOCATION P
A
R
E
D
6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 E
F STREAM DISTANCE IN FEET ABOVE BROAD STREET 83P 35 35
30 30
S
25 25 R
E
E
L
I
V
I
F
R
O
T
R
E
P
X
U
D 20 20 T
O
W
O A
P
L
F
)
8
8
D
V
A 15 15
N
(
T
E
E
F
N
I
N
5
O
I
9
E
E
T
E
G
10 10
U
A
T
D
D
D
N
V
I
U
E
N
N
E
R
K
O
L
V
U
U
B
A
E
R
A
O
O
L R
E B
B
D
E
T
T
H
H
V
O
M
A T
T
E
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Y
A
L
T
R
U
W
S
O C
O
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R
S
M
N
G
N
E
L I
E
E
T
5 H 5
N
G
I
A
I
R
T
,
N
E
Y
)
M
H T
S
E
N
N
G
0 0 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L F G CROSS SECTION LOCATION P
A
R
E
D
13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 E
F STREAM DISTANCE IN FEET ABOVE BROAD STREET 84P 40 40
35 35
S
30 30 R
E
E
L
I
V
I
F
R
O
T
R
E
P
X
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D 25 25 T
O
W
O A
P
L
F
)
8
8
D
V
A 20 20
N
(
T
E
E
F
N
I
N
O
I
T
7
R
15 F 15
A
3
E
O
V
D
D
V
E
I
E
E
N
N
L
T
R
C
U
U
E
U
N
T
O
O
O
E
E
B
B
R
U
S
T
T
L
S
E
F
Y
S
S
T
A
E
N
A
C
C A
E
O
W
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O
N
C
S
P
10 10 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
5 5 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
0 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L CROSS SECTION LOCATION P
A
R
E
D
19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 26000 E
F STREAM DISTANCE IN FEET ABOVE BROAD STREET 85P 40 40
35 35
S
30 30 R
E
E
L
I
V
I
F
R
O
T
R
E
P
X
U
D 25 25 T
O
W
O A
P
L
F
)
8
8
D
V
A 20 20
N
(
T
E
E
F
N
I
N
O
I
T 15 15
A
V
E
L
E
Y
C
N
10 10 E
G
A
I
R
T
,
N
E J Y
)
M
T
S
E
N
N
G
5 5 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
0 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L I CROSS SECTION LOCATION P
A
R
E
D
26000 26500 27000 27500 28000 28500 29000 29500 30000 30500 31000 31500 32000 32500 E
F STREAM DISTANCE IN FEET ABOVE BROAD STREET 86P 45 45
40 40
Y
S
Y
G
T
R 35 R 35
E
N
N
I
A
E
L
U
D
D
I
V
O
O
I
N
F
C
O
U
R
L
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G
O
F
T
B
N
F
I
R
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Y
T
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T
P
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T
N
E
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U
F
U
M
D
F T
I 30 O 30
L
A
C
O
W
O A
P
L
F
)
8
8
D
V
A 25 25
N
(
T
E
E
F
N
I
N
O
I
T 20 20
A
V
E
L
E
Y
C
N
15 15 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
10 10 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
5 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L CROSS SECTION LOCATION P
A
R
0 E
D
32000 32500 33000 33500 34000 34500 35000 35500 36000 36500 37000 37500 38000 38500 E
F STREAM DISTANCE IN FEET ABOVE BROAD STREET 87P 200 200
Y
D
M
U
A 190 T 190
D
S
T
G
D
E
N
E
E
I
L
I
R
N
A
T
N
I
T
S
P
E
L
S
D
L
I
F
N
I
M
O
R
S
E
T
180 I 180
E
U
M
G
L
R
I
I
L
E
F
V
I
O
R
R
S
P
R
E
D
170 170 T
E
O
P
O
L
F
)
8
8
D
V
A 160 160
N
(
T
E
E
F
N
I
N
O
I
T 150 150
A
V
E
L
E
Y
C
N
140 140 E
G
A
I
R
T
,
N
E C Y
)
M
T
S
E
N
N
G
130 130 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
120 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L A B CROSS SECTION LOCATION P
A
R
110 E
D
1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 88P 230 230
D
220 A 220
E
O
U
R
N
L
E
L
I
V
M
H
A
A
D
D
D
N
O
O
O
M
W
S
A 210 I 210
E
D
L
R
I
E
F
V
I
O
R
R
S
P
R
E
D
200 200 T
E
O
P
O
L
F
)
8
8
D
V
A 190 190
N
(
T
E
E
F
N
I
N
O
I
T 180 180
A
V
E
L
E
Y
C
N
170 170 E
G
A
I
R
T
,
N
E G Y
)
M
T
S
E
N
N
G
160 160 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
150 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L D E F CROSS SECTION LOCATION P
A
R
140 E
D
3600 3800 4000 4200 4400 4600 4800 5000 5200 5400 5600 5800 6000 6200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 89P 240 240
230 Y 230
R
A
D
N
U
O
B
E
T
A
T
S
220 S 220
E
L
R
I
E
F
V
I
O
R
R
S
P
R
E
D
210 210 T
E
O
P
O
L
F
)
8
8
D
V
A 200 200
N
(
T
E
E
F
N
I
N
O
I
T 190 190
A
V
E
L
E
Y
C
N
180 180 E
G
A
I
R
T
,
N
E
Y
)
M
T
S
E
N
N
G
170 170 O
U
I
A
T
O LEGEND N
C
I
A
C
0.2% ANNUAL CHANCE FLOOD D
M
S
E
I
Y
R 1% ANNUAL CHANCE FLOOD C
C
U
N
J
N
2% ANNUAL CHANCE FLOOD E
L
E
160 L
G
D
A
I
(
10% ANNUAL CHANCE FLOOD R
V
E
O
STREAM BED M
E
R
L H CROSS SECTION LOCATION P
A
R
150 E
D
6000 6200 6400 6600 6800 7000 7200 7400 7600 7800 8000 8200 8400 8600 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BLACKSTONE RIVER 90P