VOLUME 4 OF 8
MIDDLESEX COUNTY, MASSACHUSETTS (ALL JURISDICTIONS)
COMMUNITY NAME COMMUNITY NUMBER ACTON, TOWN OF 250176 ARLINGTON, TOWN OF 250177 Middlesex County ASHBY, TOWN OF 250178 ASHLAND, TOWN OF 250179 AYER, TOWN OF 250180 BEDFORD, TOWN OF 255209 COMMUNITY NAME COMMUNITY NUMBER BELMONT, TOWN OF 250182 MELROSE, CITY OF 250206 BILLERICA, TOWN OF 250183 NATICK, TOWN OF 250207 BOXBOROUGH, TOWN OF 250184 NEWTON, CITY OF 250208 BURLINGTON, TOWN OF 250185 NORTH READING, TOWN OF 250209 CAMBRIDGE, CITY OF 250186 PEPPERELL, TOWN OF 250210 CARLISLE, TOWN OF 250187 READING, TOWN OF 250211 CHELMSFORD, TOWN OF 250188 SHERBORN, TOWN OF 250212 CONCORD, TOWN OF 250189 SHIRLEY, TOWN OF 250213 DRACUT, TOWN OF 250190 SOMERVILLE, CITY OF 250214 DUNSTABLE, TOWN OF 250191 STONEHAM, TOWN OF 250215 EVERETT, CITY OF 250192 STOW, TOWN OF 250216 FRAMINGHAM, TOWN OF 250193 SUDBURY, TOWN OF 250217 GROTON, TOWN OF 250194 TEWKSBURY, TOWN OF 250218 HOLLISTON, TOWN OF 250195 TOWNSEND, TOWN OF 250219 HOPKINTON, TOWN OF 250196 TYNGSBOROUGH, TOWN OF 250220 HUDSON, TOWN OF 250197 WAKEFIELD, TOWN OF 250221 LEXINGTON, TOWN OF 250198 WALTHAM, CITY OF 250222 LINCOLN, TOWN OF 250199 WATERTOWN, TOWN OF 250223 LITTLETON, TOWN OF 250200 WAYLAND, TOWN OF 250224 LOWELL, CITY OF 250201 WESTFORD, TOWN OF 250225 MALDEN, CITY OF 250202 WESTON, TOWN OF 250226 MARLBOROUGH, CITY OF 250203 WILMINGTON, TOWN OF 250227 MAYNARD, TOWN OF 250204 WINCHESTER, TOWN OF 250228 MEDFORD, CITY OF 250205 WOBURN, CITY OF 250229
EFFECTIVE: JUNE 4, 2010 Federal Emergency Management Agency
FLOOD INSURANCE STUDY NUMBER 25017CV004A
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.
Part or all of this FIS may be revised and republished at any time. In addition, part of this FIS may be revised by the Letter of Map Revision process, which does not involve republication or redistribution of the FIS. It is, therefore, the responsibility of the user to consult with community officials and to check the community repository to obtain the most current FIS components.
Initial Countywide FIS Effective Date: June 4, 2010
Revised Countywide FIS Date:
TABLE OF CONTENTS – Volume 1 – June 4, 2010
Page
1.0 INTRODUCTION 1 1.1 Purpose of Study 1 1.2 Authority and Acknowledgments 1
1.3 Coordination 11
2.0 AREA STUDIED 13 2.1 Scope of Study 13
2.2 Community Description 18 2.3 Principal Flood Problems 19 2.4 Flood Protection Measures 24
3.0 ENGINEERING METHODS 30
3.1 Hydrologic Analyses 30 3.2 Hydraulic Analyses 81 3.3 Vertical Datum 90
4.0 FLOODPLAIN MANAGEMENT APPLICATIONS 91 4.1 Floodplain Boundaries 91 4.2 Floodways 92
5.0 INSURANCE APPLICATIONS 94
6.0 FLOOD INSURANCE RATE MAP 96
7.0 OTHER STUDIES 96
8.0 LOCATION OF DATA 102
9.0 BIBLIOGRAPHY AND REFERENCES 102
i
TABLE OF CONTENTS – Volume 1 – continued
Page
FIGURES
Figure 1 – Floodway Schematic 92
TABLES
Table 1 – Initial and Final CCO Meetings 12-13
Table 2 – Scope of Revision 14
Table 3 – Letters of Map Change 15
Table 4 – Flooding Sources Studied by Detailed Methods 16-17
Table 5 – Summary of Discharges 48-76
Table 6 – Summary of Stillwater Elevations 76-77
Table 7 – Manning’s “n” Values 82-86
Table 9 – Community Map History 95-99
TABLE OF CONTENTS – Volume 2 – June 4, 2010
TABLES – continued
Table 8 – Floodway Data 1-135
TABLE OF CONTENTS – Volume 3 – June 4, 2010
EXHIBITS
Exhibit 1 - Flood Profiles Aberjona River Panels 01P – 08P Aberjona River North Spur Panels 09P – 10P Alewife Brook (Little River) Panels 11P – 13P Angelica Brook Panels 14P – 15P Assabet Branch No. 3 Panels 16P – 17P Assabet Branch No. 4 Panel 18P Assabet River Panels 19P – 35P Baddacook Brook Panels 36P – 37P Baiting Brook Panels 38P – 40P Bear Meadow Brook Panel 41P
ii
TABLE OF CONTENTS – Volume 3 – continued
EXHIBITS – continued
Exhibit 1 - Flood Profiles – continued Beaver Brook 1 Panels 42P – 46P Beaver Brook 2 Panels 47P – 48P Beaver Brook 3 Panels 49P – 52P Beaver Brook 4 Panels 53P – 62P Beaver Brook 5 Panels 63P – 64P Beaverdam Brook Panels 65P – 73P Bennetts Brook Panels 74P – 78P Birch Meadow Brook Panel 79P Black Brook Panel 80P Bogastow Brook - Jar Brook Panels 81P – 86P Bogle Brook 1 Panels 87P – 88P Bogle Brook 2 Panels 89P – 94P Boons Pond and Branch Panel 95P Boutwell Brook Panels 96P – 97P Bow Brook Panels 98P – 99P
TABLE OF CONTENTS – Volume 4 – June 4, 2010
EXHIBITS – continued
Exhibit 1 - Flood Profiles – continued Branch of Assabet River Panels 100P – 101P Branch of Elizabeth Brook 1 Panel 102P Broad Meadow Brook Panels 103P – 104P Brook A of Shawsheen River Panel 105P Brook from Waushakum Pond Panels 106P – 107P Butter Brook Panels 108P – 110P Catacoonamug Brook Panels 111P – 112P Charles River Panels 113P – 123P Cheese Cake Brook Panel 124P Cherry Brook Panels 125P – 127P Chester Brook Panels 128P – 131P Chicken Brook Panels 132P – 135P Cochituate Brook Panel 136P Cold Brook Panel 137P Cold Spring Brook Panels 138P – 141P Cole's Brook Panel 142P Collins Brook Panel 143P Conant Brook Panels 144P – 147P Concord River Panels 148P – 154P Content Brook - Middlesex Canal Panels 155P – 157P Course Brook Panel 158P Cow Pond Brook Panels 159P – 161P Cummings Brook Panels 162P – 163P
iii
TABLE OF CONTENTS – Volume 4 – continued
EXHIBITS – continued
Exhibit 1 - Flood Profiles – continued Dakins Brook Panel 164P Danforth Brook Panels 165P – 168P Darby Brook Panels 169P – 170P Davis Brook Panels 171P – 172P Dirty Meadow Brook Panel 173P Dopping Brook Panels 174P – 175P Dudley Brook / Tributary A to Dudley Brook Panels 176P – 179P East Outlet Panels 180P – 181P Elizabeth Brook 1 Panels 182P – 185P Elizabeth Brook 2 Panels 186P – 188P Elm Brook Panels 189P – 191P Farrar Pond / Pole Brook Panels 192P – 196P Farrar Pond Brook Panels 197P – 198P Fort Meadow Brook Panels 199P – 204P
TABLE OF CONTENTS – Volume 5 – June 4, 2010
EXHIBITS – continued
Exhibit 1 - Flood Profiles – continued Fort Pond Brook Panels 205P – 212P Fort Pond Brook Branch 1 Panel 213P Fort Pond Brook Branch 2 Panel 214P Grassy Pond Brook Panels 215P – 216P Graves Pond Brook Panel 217P Great Road Tributary Panel 218P Greens Brook Panels 219P – 220P Guggins Brook Panels 221P – 223P Gumpas Pond Brook Panel 224P Hales Brook Panels 225P – 226P Halls Brook Panels 227P – 229P Hayward Brook Panels 230P – 231P Heath Brook Panels 232P – 233P Hobbs Brook 1 Panels 234P – 235P Hobbs Brook 2 Panels 236P – 237P Hog Brook Panels 238P – 239P Hop Brook Panels 240P – 244P Horn Pond Brook / Fowle Brook Panels 245P – 247P Inch Brook Panel 248P Indian Brook Panel 249P Ipswich River Panels 250P – 255P James Brook Panels 256P – 263P Jones Brook Panels 264P – 265P Kiln Brook Panels 266P – 267P
iv
TABLE OF CONTENTS – Volume 5 – continued
EXHIBITS – continued
Exhibit 1 - Flood Profiles – continued King Street Tributary Panels 268P – 269P Landham - Allowance Brook Panels 270P – 274P Lawrence Brook Panels 275P – 277P Little Brook Panel 278P Locke Brook Panels 279P – 280P Lower Spot Pond Brook Panel 281P Lubbers Brook Panels 282P – 287P Malden River Panels 288P – 290P Maple Meadow Brook Panels 291P – 293P Marginal Brook Panel 294P Marshall Brook Panels 295P – 297P Martins Brook Panels 298P – 300P
TABLE OF CONTENTS – Volume 6 – June 4, 2010
EXHIBITS – continued
Exhibit 1 - Flood Profiles – continued Martins Pond Brook Panels 301P – 302P Mascuppic Brook Panels 303P – 304P Mason Brook Panels 305P – 308P Meadow Brook Panels 309P – 310P Meadow River Branch Panels 311P – 312P Merrimack River Panels 313P – 315P Mill Brook 1 Panels 316P – 318P Mill Brook 2 Panels 319P – 320P Mill Brook 3 Panels 321P – 324P Mill Pond Tributary Panels 325P – 326P Mill River Panels 327P – 329P Mineway Brook Panels 330P – 335P Mongo Brook Panels 336P – 337P Morse Brook Panel 338P Mowry Brook Panels 339P – 340P Mud Pond Brook Panel 341P Mulpus Brook Panels 342P – 350P Munroe Brook Panels 351P – 353P Mystic River Panels 354P – 356P Nagog Brook Panels 357P – 359P Nashoba Brook Panels 360P – 363P Nashua River Panels 364P – 371P Nissitissit River Panels 372P – 374P Nonacoicus Brook 1 Panels 375P – 376P Nonacoicus Brook 2 Panel 377P North Lexington Brook Panels 378P – 380P
v
TABLE OF CONTENTS – Volume 6 – continued
EXHIBITS – continued
Exhibit 1 - Flood Profiles – continued Pages Brook Panels 381P – 383P Pages Brook Branch Panel 384P Pantry Brook Panels 385P – 387P Pearl Hill Brook Panels 388P – 391P Peppermint Brook Panel 392P Pine Brook Panel 393P Pratts Brook Panels 394P – 395P Putnam Brook Panels 396P – 397P Reedy Meadow Brook Panels 398P – 400P
TABLE OF CONTENTS – Volume 7 – June 4, 2010
EXHIBITS – continued
Exhibit 1 - Flood Profiles – continued Reservoir No. 1 - North Branch and Reservoir No. 3 Panels 401P – 402P Richardson Brook Panels 403P – 405P River Meadow Brook Panels 406P – 410P Run Brook Panels 411P – 413P Salmon Brook Panels 414P – 416P Sandy Brook Panels 417P – 418P Saugus River Panels 419P – 423P Saunders Brook Panel 424P Sawmill Brook 1 Panels 425P – 426P Sawmill Brook 2 Panel 427P Schneider Brook Panels 428P – 429P Shakers Glen Brook Panel 430P Shawsheen River Panels 431P – 437P Skug River Panels 438P – 439P Snake Brook Panels 440P – 441P South Meadow Brook - Paul Brook Panels 442P – 443P Spencer Brook 1 Panel 444P Spencer Brook 2 Panel 445P Spring Brook Panels 446P – 448P Squannacook River Panels 449P – 455P Stony Brook 1 Panels 456P – 470P Stony Brook 2 Panels 471P – 477P Strong Water Brook Panels 478P – 479P Sudbury River Panels 480P – 494P Sutton Brook Panels 495P – 496P Sweetwater Brook Panel 497P Tadmuck Brook Panels 498P – 499P Tadmuck Swamp Brook Panel 500P
vi
TABLE OF CONTENTS – Volume 8 – June 4, 2010
EXHIBITS – continued
Exhibit 1 - Flood Profiles – continued Taylor Brook Panel 501P Tributary 1 to Cole’s Brook Panel 502P Tributary 1 to Sudbury River Panel 503P Tributary 2 to Assabet River Panel 504P Tributary 2 to Tributary 1 to Cole ’s Brook Panel 505P Tributary 3 to Bogle Brook 2 Panel 506P Tributary 4 to Bogle Brook 2 Panel 507P Tributary A to Cold Brook Panels 508P – 510P Tributary A to Course Brook Panel 511P Tributary A to Hop Brook Panels 512P – 513P Tributary A to Pantry Brook Panels 514P – 515P Tributary A to Squannacook River Panels 516P – 517P Tributary B to Hop Brook Panel 518P Tributary B to Squannacook River Panels 519P – 520P Tributary B to Vine Brook Panels 521P – 522P Tributary C to Hop Brook Panels 523P – 524P Tributary C to Vine Brook Panels 525P – 526P Tributary D to Hop Brook Panels 527P – 528P Tributary to Beaver Brook 3 Panel 529P Tributary to Cold Spring Brook Panels 530P – 531P Tributary to Indian Brook Panel 532P Tributary to Martins Brook Panel 533P Tributary to Mill Brook Panels 534P – 537P Tributary to Nonacoicus Brook 1/Long Pond Brook Panels 538P – 542P Tributary to Waushakum Pond Panels 543P – 544P Trout Brook 1 Panel 545P Trout Brook 2 Panels 546P – 548P Trull Brook Panels 549P – 554P Trull Brook Tributary Panels 555P – 556P Unkety Brook Panels 557P – 559P Valley Pond Panel 560P Varnum Brook Panels 561P – 564P Vine Brook Panels 565P – 571P Walker Brook 1 Panels 572P – 574P Walker Brook 2 Panels 575P – 578P Walker Brook 3 Panels 579P – 581P Walkers Brook Panels 582P – 585P Wellington Brook Panel 586P West Chester Brook Panels 587P – 589P Whitehall Brook Panels 590P – 592P Willard Brook Panels 593P – 594P Winthrop Canal Panels 595P – 596P Witch Brook Panels 597P – 599P
vii
TABLE OF CONTENTS – Volume 8 – continued
EXHIBITS – continued
Exhibit 2 - Flood Insurance Rate Map Index Flood Insurance Rate Map
viii & '
$
"
%&
&
!
#
&
&
$
$
"
&'
'
!
#
'
'
# %
$ "
"
!
&
"
!
! $
"
!
!
'(
" (
#
%
(
!
(
& ' $
$
#
!
&'
'
"
'
'
%#
'
$
%
'
$
$
$
"
)
'(
&(
!
#
(
&(
& $ & $
#
#
#
$
!
%&
&
"
&
&
# %
#
#
#
!
$%
%
"
%
%
# 8
H
I
P
G
U
@
E
I
5
B
9
S
7
U
8
H
9
5
H
U
W
F I
@
I
P
H
T
I
Y
G
S
7
R
U
9
5
E
T
F
C
U
5
6
@
C
B
R
I
S
T
U
R
5
P
W
8
G
I
I
I
R
F
W5USB5EUGPIH8 @
@
E
I
&
&
I
8
R
V
$# $# 6
5
H
T
9
9
@
H
C
H
I
C
T $ $
5
V
9
F
9
Y
7
## ## H
9
A
5
5
T
G
H
9
Y
G
S
9
T
H # # A
I
H
C
5
T
U
F9A9H8 H
7
C
5
I
'5HHU5F7B5H79@FII8 8
7
G
S
C
Y '5HHU5F7B5H79@FII8 R
X
7
U
9
D
H '5HHU5F7B5H79@FII8
S
F
9
F
9
A
5
F
'5HHU5F7B5H79@FII8
R
9 STR95G698 8
G
8
C
9
F
7RISSS97TCIHFI75TCIH G
5
R
9
$ & ! ! !" !$ !& " " 8
9
@ STR95G8CST5H79CH@99T56IV97IH@FU9H79WCTB695V9R85G6RIIE %P '
%
!
$ #
!
&'
! '
"
$
'
'
%
$
%
$ "
&'
'
!
#
'
'
$
$
"
%&
&
!
#
&
&
$ & $
#
$
$
#
#
!
%&
&
"
&
&
#
$
&
$
#
!
'(
%(
"
(
%(
%%#
*
)
"
)
%
)
%
)
"
%
#
"
&'" %
'" %
!
"
$
'" %
'" %
( ! # )
"
$
!
#
#
$ %
' ( $ ( $ ( $ ( $ %
&
%
% % #
) # ## ! &
&
&
"
$
%
"
%
"
#
%& #
& #
!
& #
& #
'
' " (" "" $ "
" "
#
$
"
#
%& #
& #
!
& #
& #
'
' " (" "" $ "
*
$
#
$
$
$
$
"
#
%
#
&' #
' #
!
' #
' #
(
( " )" "" $ "
%
"
&
$
#
"
#
#
' ( #
( #
!
( #
( #
$
$ " )" "" * " %
%
$
$
$
$
#
"
#
&' #
' #
!
' #
' #
$
$ " (" "" ) " %
%
$
#
#
$
!
&' $
' $
"
' $
' $
( ## ! ) #
$
"
#
%& #
& #
!
& #
& #
$
$ $ ' $ "" ( "
)
&
(
"
#
#
$% #
% #
!
% #
% #
&
& & ' & "" ( "
$
!
"
%& "
& "
& "
& "
$
$ $ ' $ !! ( #!
$
#
$
#
'
#
%'
#
!
&'
%'
"
'
%'
%# 140 140 1% ANNUAL CHANCE BACKWATER FROM STONY BROOK 1
135 H 135
1
T
I
D
K
A
W
O
O
E
O
R
C
R
T
N
B
E
N
Y
U
A
L N
N
F
O
O
N
T
C
O 130 S 130 S
C
E
K
L
I
O
F
O
R
O
B
R
Y
P
R
R 125 125 D
E
O
H
O
C
L
F
)
8
8
D
V 120 120
A
N
(
T
E
E
F
N
I
N
O
I
T T 115 115
E
A
E
V
R
E
L T
E
S
M
A
I
Y
R
R
C
E
N
110 M 110
E
G
A
A
T
M
N
E J K ,
)
Y
M
S
E
T
N
105 105 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y
R
1% ANNUAL CHANCE FLOOD X
C
U
E
J
N
2% ANNUAL CHANCE FLOOD S
L
E
100 L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
A B C D E F G H I L CROSS SECTION LOCATION M
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 CONFLUENCE WITH STONY BROOK 1 125P WESTON COLLEGE POND CONCORDROAD 155 155 S
E
K
L PRIVATE ROAD PRIVATE AND DAM
I
O
F
O
R
O
B
R
Y
P
R
R 150 150 D
E
O
H
O
C
L
F
)
8
8
D
V 145 145
A
N
(
T
E
E
F
N
I
N
O
I
T 140 140
A
V
E
L
E
Y
C
135 135 N
E
G
A
A
T
M
N
E R S ,
)
Y
M
S
E
T
N
130 130 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L
E
125 L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
L M N O P Q L CROSS SECTION LOCATION M
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 CONFLUENCE WITH STONY BROOK 1 126P Y
D
U
T
S
D
D
E
L
A
I
O
A
R
T
L
E
I
D
A
R
F
O
S
T
I
E
K
M
L
I
I
L
O
F
O
R
O
B
R
Y
P
R
R 160 160 D
E
O
H
O
C
L
F
)
8
8
D
V 155 155
A
N
(
T
E
E
F
N
I
N
O
I
T 150 150
A
V
E
L
E
Y
C
145 145 N
E
G
A
A
T
M
N
E
,
)
Y
M
S
E
T
N
140 140 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y
R
1% ANNUAL CHANCE FLOOD X
C
U
E
J
N
2% ANNUAL CHANCE FLOOD S
L
E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
T U V W X Y L CROSS SECTION LOCATION M
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 CONFLUENCE WITH STONY BROOK 1 127P '
%
!
!
%
%
!
!
$ #
!
&'
! '
"
$
'
'
%
#
# #
#
!
%$&
&
"
$&
&
'
#
$#
%
%
!
#
!
&'
! '
"
$
'
'
"
! (
%
&
"
! !
&
& &
# #
&
"
!
$
"
!
!
( )
" )
#
%
)
!
)
! '
% &
&
#
" " " "
$
%
"
$
#
"
&' #
' #
!
' #
' #
# ! $
"" ( % "
! !
$
$
$
$
$ $
&
$ $
$
&
%
) "
*+ %
+ %
!
#
+ %
+ %
' ( !
$$! " ( $
&
$
&
%
"
'( %
( %
!
#
( %
( %
$$! " ) $ % # % !
#
%
#
!
#
"
&' "
' "
' "
' "
!! ( % $! &5HHU5F7B5H79657EW5T9R@RIGSU86URYRCV9R
Y
8
U
T
$
B
S
T
T
R
C
9
9
8
9
8
8
W V 9
9
C
R
5
F
5
C
T
9
R
T
I
I
5
7
U
S
R
Y
R
T
I
H
F
F
F
R
C
9
C
9
R
I
U
5
8
5
U
9
I
6
R
F
R
@
T
B
@
8
I
5
7
U
H
E
T
S
S
T
S
I
C
S
7 I
9
G
C
I
F
F
C
R
@
6
I
9
R
T
5
P
U
8
T
!# !# C
I
B
7
I
I
F
7
@
&
&
8
V ! !
5
H
T
9
9
@
H
C
H
I
C
T # #
5
V
9
F
9
Y
7
H
9
A
5
5
T
G
H
9
Y
G
S
9
T
H # # A
I
H
C
5
T
U
F9A9H8 H
7
C
5
I
&5HHU5F7B5H79@FII8 8
7
G
S
C
Y &5HHU5F7B5H79@FII8 R
X
7
U
9
D
H &5HHU5F7B5H79@FII8
S
F 9
F
9
A
5
F
&5HHU5F7B5H79@FII8
R
9 STR95G698 8
G
8
C
9
5 6 F 7RISSS97TCIHFI75TCIH G
5
R
9
# # # ! !# " 8
9
@ STR95G8CST5H79CH@99T56IV97IH@FU9H79WCTBSU86URYRCV9R !$P ( %
%
$
%
$
('(
$ (
$
"
'(
(
!
#
(
(
&$ ' %
%
$
%
$
$
"
& '
'
!
#
'
'
$
#
# $
#
#
!
&'
'
"
'
'
%#
% &
!
%
%
!
#
!
!
'(
(
"
$
(
!
(
$ &
%
$ %
$
$
"
'(
(
!
#
(
(
$ &
$ K
O
O
R
B
D
M
N
D
A 155 O 155
T
A
P D
E
O
E
T T
R
R
E
R
T
E
D
O
S
R
F
O
T
R O
H
S
E
T W
I
L
M
N
I
O
W S
B
O
O
E
O
S
H
H 150 C 150
R
C
E
N
S
E
K
L
I
U
O
L
F
F
O
N
O
R
O
B
R
C
P
S
'
E
D
145 145 L
T
O
O
E
E
C
O
R
L
T
S
F
L
)
O
8
O
8
H
D C
V 140 S 140
A
N
(
T
E
E
F
N
K
I
O
N
O
O
R
I
D
B
T
A Y
135 135
F
A
D
O
S
O
'
V
R U
E
E
E
T
L
L
D
C F
S
E O
O
O
N
C
D
O
E
T
E
I
O
U
W
L
L I
T
L
M
F
I A
Y
A
Y
L
N
T
D
C
R
E
O
N
A
N
D
C
A 130 T 130
E
S
U
G
B
I
A
R
A
T
T
M
N
E
,
)
Y
M
S
E
T
N
125 125 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
F M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
E N 2% ANNUAL CHANCE FLOOD
S
L
E
120 L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R D H B E
D
STREAM BED M
D
I
E
A C G I L CROSS SECTION LOCATION M
A
R
115 E
D
0 1000 2000 3000 4000 5000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH FORT POND BROOK 142P Y
) )
D
E
E N N
U
G
O O
G
I I
T
D
D
I
H
T T
I
S
K R
T
A A
R
I
D
B
O
C C
B
E
W
O
O O
T
L
T
I
R L L
E
E
E
A
B E
C
E E
E
T
R
N
T T
R
N
E
T
E
A A
T
O
D
S
U
S
T
M M
L
F
I I
E
T
F
R
L O
X X
U
N
A
G
O O
S T
L
S
O
I
N
R R
P
I
C
E
P P
M
O
R
K
I
P P
L
P
P L
O
I
A A
( (
O
F
R
O
B
R
S
P
N
I
D 95 95 L
L
O
O
O
C
L
F
)
8
8
D
V 90 90
A
N
(
T
E
E
F
N
I
N
O
I
T 85 85
A
V
E
L
E
Y
C
80 80 N
E
G
A
A
T
M
N
E
,
)
Y
M
S
E
T
N
75 75 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L
E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E C D
STREAM BED M
D
I
E
A B D L CROSS SECTION LOCATION M
A
R
E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SUTTON BROOK 143P
%
!
#
!
& '
! '
"
$
'
'
%
!
!
&
"
!
$
"
!
!
'(
" (
#
%
(
!
(
!
&
$
"
&'
'
!
#
'
'
%$
#
!
%&
&
"
&
&
$# 1% ANNUAL CHANCE BACKWATER FROM MERRIMACK RIVER
L
A
M
K
N
)
T
A
O
E
A
H R
E
0 D 120 O 120
F T G F
C
E
E
T
T
1
I R
E
T
O D O
V
E
R
T 1
I
I
E
B
E
E
W
T
E
E E
R
R
R
E E
R
S
K
C C
E
B
W
T
T R
K T
C
C
N N
K O
S
T
L
U
S
C
E E
U
N
E
C
D S
O
A
H
E U T U
S
V
A
A
R
E
L L
C
E
U R
M
E
W
I
F F
C
M
E
L R L
E
I
A
R
M
F N N
N
T
U
G
R
P H
R E
N O O
A
H
O
R
R
G
E
R
S
C T C
O R I
C E 110 E R 110
E
S
C M
H V
W
E
( I
M
R
A
W
R
L
E
L
O
I
L
V
I
F
R
O
D
R
R
P
O
C 100 100 D
N
O
O
O
C
L
F
)
8
8
D
V 90 90
A
N
(
T
E
E
F
N T
T
I
S
S
E
N
A
E
O
W
I
E E
T
5
T K
5 80 N N 80
E
F
I I
9
A
O 9
E
O
A A
4
V
4
O
R
E
E
M D M D
R E
E
T
L
C
T
A B A
T
S
E
D D
N
U
O O
U
L
E N N
E
O
R R
O
A
C
A A
U
L L
R
R
I I
N
L
N
I
N N
A A E
F
E
E
Y
G
O O
T
R R
R N
T
R
C
T T
A
O
A
W
A
S S
T
N
C T
A
O O
M 70 S 70
S
E
L
B B
R
R
G
E
E
T
T A
A
N
N
I
I
T
M
N
E F G H ,
)
Y
M
S
E
T
N
60 60 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y
R
1% ANNUAL CHANCE FLOOD X
C
U
E
J
N
2% ANNUAL CHANCE FLOOD S
L
E
50 L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
A B C D E L CROSS SECTION LOCATION M
A
R
40 E
D
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MERRIMACK RIVER 148P E
G
D
I
M
R
B A
D
T
E L
L
E
I
R
M
T
S
T
O
R
E B
L
N
A
S
K
T
L
E
R
U
L
E
A
I
F
V
I
F
R
O
D
R
R
P
O
C 120 120 D
N
O
O
O
C
L
F
)
8
8
D
V 110 110
A
N
(
T
E
E
F
N
I
N
O
I
T 100 100
A
V
E
L
E
Y
C
90 90 N
E
G
A
A
T
M
N
E L M N ,
)
Y
M
S
E
T
N
80 80 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L
E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
I J K L CROSS SECTION LOCATION M
A
R
E
D
13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MERRIMACK RIVER 149P 9
E
2
G
1
E
T
D
,
I
G
E
T
R A
E
D
E
I
3
B
R
E
R
T
S
R
D
B
S
E
T
A
Y
T
S
O
D
A
U
R
R
R
O
W
E
A
N
R
L
D
V
I
O
L
R E
R
T
O
T
O
S
S
P
F
A
O E
T
R
B
L
S
E
I
V
I
F
R
O
D
R
R
P
O
C 130 130 D
N
O
O
O
C
L
F
)
8
8
D
V 120 120
A
N
(
T
E
E
F
N
I
N
O
I
T 110 110
A
V
E
L
E
Y
C
100 100 N
E
G
A
A
T
M
N
E V ,
)
Y
M
S
E
T
N
90 90 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L
E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
O P Q R S T U L CROSS SECTION LOCATION M
A
R
E
D
26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 36000 37000 38000 39000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MERRIMACK RIVER 150P K
O
E
O
K
I
R
P
B
N
4
S
R
D
E
U
E
A
3
G
T
T
O
E
A
U
R
X
T
P
O
E
U
A
F
R
S
O
U
O
E
E
R
L H
E
T
S
D
S
C
A
A
D
U
T N
I
N
E
S
S
M
U
E
L
R
W
F
L
E
E
I
N
N
V
O
I
F
C
R
O
D
R
R
P
O
C 130 130 D
N
O
O
O
C
L
F
)
8
8
D
V 120 120
A
N
(
T
E
E
F
N
I
N
O
I
T 110 110
A
V
E
L
E
Y
C
100 100 N
E
G
A
A
T
M
N
E AB AC ,
)
Y
M
S
E
T
N
90 90 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L
E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
W X Y Z AA L CROSS SECTION LOCATION M
A
R
E
D
39000 40000 41000 42000 43000 44000 45000 46000 47000 48000 49000 50000 51000 52000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MERRIMACK RIVER 151P E
G
D
I
F
R
O
K
B
E
O
C D
O
A
N
R
E
O
B
U
R
L
L
L
F D
I
R
N
M
O
O
F
S
C
130 D
E
E
R
L
B
E
I
V
I
F
R
O
D
R
R
P
O
C 120 130 D
N
O
O
O
C
L
F
)
8
8
D
V 110 120
A
N
(
T
E
E
F
N
I
N
O
I
T 100 110
A
V
E
L
E
Y
C
90 90100 N
E
G
A
A
T
M
N
E AF ,
)
Y
M
S
E
T
N
G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L
E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
AC AD AE L CROSS SECTION LOCATION M
A
R
E
D
52000 53000 54000 55000 56000 57000 58000 59000 60000 61000 62000 63000 64000 65000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MERRIMACK RIVER 152P 2
F
K
O
O
E
O
C
R
N
B
E
L
U
L
L
I
F
M
N
W
O
A
C S
S
E
R
L
E
I
V
I
F
R
O
D
R
R
P
O
C 130 130 D
N
O
O
O
C
L
F
)
8
8
D
V 120 120
A
N
(
T
E
E
F
N
I
N
O
I
T 110 110
A
V
E
L
E
Y
C
100 100 N
E
G
A
A
T
M
N
E AL ,
)
Y
M
S
E
T
N
90 90 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L
E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
AG AH AI AJ AK L CROSS SECTION LOCATION M
A
R
E
D
65000 66000 67000 68000 69000 70000 71000 72000 73000 74000 75000 76000 77000 78000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MERRIMACK RIVER 153P Y
R
S
U
T
E
R
B
E
Y
G
E
F
E
D
V
2 D
D
D
O I
R I
U
U
A
R
T K
R
S
E
F
T
O
S
B O
C
T
F
O
S
R
O
E
N
T
O
H
T
L D
R
E
B
I
N
T
E
L
E
B
U A
E
R
L
E
M
C
L
I
I
S
L
O
M
F
N
L
W
L A
S
I
N
E
U
N
O T
A
U
N
L
O M E
D
L
S
D
O
L
C
D
F
N
O
E
M
N
R
A
L
O
E
I
C
V
I
F
R
O
D
R
R
P
O
C
D
N
O
O
O
C
L
F
)
8
8
D
V 130 130
A
N
(
T
E
E
F
N
I
N
O
I
T 120 120
A
V
E
L
E
Y
C
110 110 N
E
G
A
A
T
M
N
E
,
)
Y
M
S
E
T
N
100 100 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L
E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E AR AT AW D
STREAM BED M
D
I
E
AM AN AO AP AQ AS AU AV AX L CROSS SECTION LOCATION M
A
R
E
D
78000 79000 80000 81000 82000 83000 84000 85000 86000 87000 88000 89000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH MERRIMACK RIVER 154P ) &
%
%
"
"
%
%
'
%
&
!
#
!
()
! )
"
$
)
)
% % !
!
&
$
%
% "
' (
(
!
#
(
(
#
$
#
%
#
$
!
'(
(
"
(
(
#
&# A
Y
Y Y
D
R
D
U
T
A
U
T
K
C
T T
T
S
O
E
E
U
S U
E
O
V
D
D
B
I
I
D
R
R
E E
D
R
E
R
L
T
B
U
A
I
L
D
T
I
S
Q
E O A
A E
F
E
A
S T
R
T T
O
L
G E
R
Y I
E
A
D
D
E
U
R
A
I
D
V
I
C
O
L F
U R
F
R
N
C
O O
B
O
P
E
O
D
S
O
T
U
I
T
C
U
T
I
L
E
S
M
K
F
I
M
L
I
N
L
I
O
L
O
F
O
C
R
O
B
R
E
P
S
R 160 160 D
U
O
O
O
C
L
F
)
8
8
D
V 155 155
A
N
(
T
E
E
F
N
I
N
O
I
T 150 150
A
V
E
L
E
Y
C
145 145 N
E
G
A
A
T
M
N
E
,
)
Y
M
S
E
T
N
140 140 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L 135 E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E F D
STREAM BED M
D
I
E
A B C D E G H I J K L L CROSS SECTION LOCATION M
A
R
E
D
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 E
F STREAM DISTANCE IN FEET ABOVE LIMIT OF DETAILED STUDY* *LIMIT OF DETAILED STUDY IS APPROXIMATELY 540 FEET DOWNSTREAM OF COOLIDGE STREET 158P
&
$
$
%
"
'( )
( )
!
#
( )
( )
$$! " % $
%
#
$
%
"
"
#
&' %
' %
!
' %
' %
"" ( ( # "
# % $
" !
$
& $
() ' ) ' ) ' ) '
&
%
% $$! "
'
K
O
O
R
B
K
N
O
E
O
T
L
R E
G T
E
B
T
E
R
S
E
E
E
T
E T
T
D
R
L
E
R
E
S
E R
A
T E
T
E
K T
O
T
R
S
D
I
R
S
A
R
T
L R
T
N
H
S
N O
D
S F
O
S
F
O
R
O
T
W
S
D
T
H
O
G
E
O
U
E
T G F
L
I
C N
C
B
I
D
N
L
I
I
N
O
L
W
E
H
L E
X
R
S
B
W
E
T
K
E
U
90 U 90
C
L U
L E
O
B
F
N
O
L
E
O
N
S
I
U
O
R
F
L
C
F
B
O
N CULVERT
S
O
R
C
G
P
N
CULVERT I
D
80 80 M
O
M
O
U
L
C
F
)
8
8
D
V 70 70
A
N
(
T
E
E CULVERT
F
N
I
N
O
I
T 60 60
A
V CULVERT
E
L
E
Y
C
50 50 N
E
G
A
A
T
M
N
E C D E ,
)
Y
M
S
E
T
N
40 40 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L
E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
A B L CROSS SECTION LOCATION M
A
R
E
D
0 400 800 1200 1600 2000 2400 2800 3200 3600 4000 4400 4800 5200 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SHAKERS GLEN BROOK 162P Y
D
U
T
T
E
T
E
S
G
V
R
T
E
I
N
D
E
E
I
R
R
E
E
V
S
T
D
L
L
R
I
S
S
U
T
G
A
O
N
C
S
R
T
R
E
E
E
R C
N
D
B
D
I
E
N
E
I
R
F
M
P
W
I
E
A W O
E
P
H
S
B
S
T K
S
I
E
O
M
L
I
O
I
L
R
F
B
O
S
R
G
P
N
I
D
110 110 M
O
M
O
U
L
C
F
) CULVERT
8
8
D
V 100 100
A
N CULVERT CULVERT
(
T
E
E
F
N
I
N
O
I
T 90 90
A
V
E
L
E
Y
C
80 80 N
E
G
A
A
T
M
N
E
,
)
Y
M
S
E
T
N
70 70 G
O
N
I
A
T
U
LEGEND N
C
I
A
O
0.2% ANNUAL CHANCE FLOOD D
C
M
S
I
Y 1% ANNUAL CHANCE FLOOD R
X
C
U
E
J
N 2% ANNUAL CHANCE FLOOD
S
L
E
L
E
G
A
L
(
10% ANNUAL CHANCE FLOOD R
E
D
STREAM BED M
D
I
E
F G H I J L CROSS SECTION LOCATION M
A
R
E
D
5200 5600 6000 6400 6800 7200 7600 8000 E
F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH SHAKERS GLEN BROOK 163P &5HHU5F7B5H79657EW5T9R@RIG5SS569TRCV9R
Y
8
U
8
B
T
5
R
T
S
C
8
9
I
8
5
V
R
W
C
9
I
F
9
R
F
C
R
F
7
C
T
5
F
H
B
9
T
F
9
6
9
9
S
U
5
9 8
F
W
S
H
@
@
I
S
R
H F
I
5
S
5
I
T
6
C
7
9
E
G
F
C
C
I
F
@
I
R
I
6
R
S
P
H
C
8
! ! E
I
5
I
8
F
@
&
&
8
V # #
5
H
T
9
9
@
H
C
H
I
C
T
5
V
9
F
9
Y
7
# # H
9
A
5
5
T
G
H
9
Y
G
S
9
T
H A
I
H
C
5
T
U
F9A9H8 H
7
C
5
I
&5HHU5F7B5H79@FII8 8
7
G
S
C
Y &5HHU5F7B5H79@FII8 R
X
7
U
9
D
H &5HHU5F7B5H79@FII8
S
F # 9
F
9
A
5
F
&5HHU5F7B5H79@FII8
R
9 STR95G698 8
G
8
C
9
F
7RISSS97TCIHFI75TCIH G
5
R
9
# # # 8
9
@ STR95G8CST5H79CH@99T56IV97IH@FU9H79WCTB5SS569TRCV9R $"P & $
#
#
%
%
'
'
$
$
$
#
!
%&
&
"
&
&
" $
#
#
$
#
!
&'
'
"
'
'
# %
#
$
$
%
$
& "
'(
(
!
#
(
(
!
$
$
#
!
&'
%'
"
'
%'
%# '
%
!
!
#
!
&'
! '
"
$
'
'
% $ $
" "
S
9
F E
7UFV9RT C
I
@
I
I
R
6
R 7UFV9RT
P
Y
6
8 R
I
5
8
I
F
@
&
&
8
V & &
5
H
T
9
9
@
H
C
H
I
C
T $ $
5
V
9
F
9
Y
7
" " H
9
A
5
5
T
G
H
9
Y
Y
G
8
S
T
9
T
U
I
H
A
T
F &
I
H
S
C
!
5
T
A
9
T
T
U
9
9
8
H H F9A9H8
A
9 C
9
9
T 7
C
8
9
5
I
F
E
R
C
U
C
R
8 R '5HHU5F7B5H79@FII8
T
R
I
5
7
G
T
S 5
S
6
R
T
C
S
P
T
9
H Y
9
R
C '5HHU5F7B5H79@FII8
9
X
I
9
8
T
7
9
U
5
T
I
9
@
5
F
D
@
5
H
G
T
I
'5HHU5F7B5H79@FII8
S
V
F
9
S
C
T
F
C
9
R
A
5
P
G
F
'5HHU5F7B5H79@FII8
R
C
F
9 STR95G698 8
G
8
C
9
7 8 9 @ A F 7RISSS97TCIHFI75TCIH G
5
R
'& 9 $ ! !$ " "$ # #$ 8
9
@ STR95G8CST5H79CH@99T56IV97IH@FU9H79WCTBG5RSB5FF6RIIE %P R
9
V
C
R
S
9
"# F "#
$
9
9
R
T
V
V
9
5
C
C
9
9
B
R
R
T
R
7
8
8
U
T
B I
9
9
S
T
R T
T
C
T
5
5
9
I
W
V
C
V
T
C
C
F
9
5
R
R
F
7
T
P
P
9
S
H " S "
9
9
U
F
F
E
C
@
I
@
H
I
I
I
7
R
R
6
P
S
C
V !# !# 8
5
I
8
7UFV9RT I
F
@
&
&
8 7UFV9RT T
V ! 7 !
5
U
9
H
V
8
C
9
R
T
U
9
8
Q 9 7UFV9RT
9
5
@
T
Y
H
5
C
R
V
C
U
H
R
6
I
C
P
8
T # #
U
5
S
V
9
F
9
Y
7
H
9
A
5
G I Q 5
T
G
H
9 F H P R
Y
G
S
9
T
H # # A
I
H
C
5
T
U
F9A9H8 H
7
C
5
I
(5HHU5F7B5H79@FII8 8
7
G
S
C
Y (5HHU5F7B5H79@FII8 R
X
7
U
9
D
H (5HHU5F7B5H79@FII8
S
F 9
F
9
A
5
F
(5HHU5F7B5H79@FII8
R
9 8 A D 8 STR95G698
G
8
C
9
5 6 7 9 @ B C E F 7RISSS97TCIHFI75TCIH G
5
R
9
" & $ " & ! !$ " "" "& # 8
9
@ STR95G8CST5H79CH@99T56IV97IH@FU9H79WCTB7B5RF9SRCV9R %P
!
&
&
%
!
#
!
'(
! (
"
$
(
(
% '
#
!
&'
'
"
'
'
$%# '5HHU5F7B5H79657EW5T9R@RIG6IA5STIW6RIIE 7R5H69RRY6IAS
T
9
9
R
T
S
Y
9
H
T
C
B
S
E
W
B
I
9
T
E
C
I
F
I
R
W
C
6
I
9
@
7
R
W
I
H
6
I
9
T
R
U
A
S
F
P
5
@
H
C
A
H
8
I
I P
6
7
P
I
I
I
8
F
@
&
&
8
V $ $
5
H
T
9
9
@
H
C
H
I
C
T ## ##
5
V
9
F
9
Y
7
# # H
9
A
5
5
T
G
H
9
Y
G
S
9
T
H "# "# A
I
H
C
5
T
U
F9A9H8 H
7
C
5
I
'5HHU5F7B5H79@FII8 8
7
G
S
C
Y '5HHU5F7B5H79@FII8 R
X
7
U
9
D
H '5HHU5F7B5H79@FII8
S
F " 9
F
9
A
5
F
'5HHU5F7B5H79@FII8
R
9 STR95G698 8
G
8
C
9
5 6 7 8 F 7RISSS97TCIHFI75TCIH G
5
R
9
" & $ " & ! !$ " "" "& # 8
9
@ STR95G8CST5H79CH@99T56IV97IH@FU9H79WCTB6IA5STIW6RIIE %"P
$
$
$
"
%&
&
!
#
&
&
#
$ (
!
!
%
!
!
#
!
'(
! (
"
$
(
(
&
!
!
%
!
!
#
!
'(
! (
"
$
(
(
&&
!
$
!
%
!
!
#
!
&'
! '
"
$
'
'
"
"
!
'
'
"
"
" "
&
"
"
!
$
"
!
!
' (
" (
#
%
(
!
(
! %
( )
$ %&'
*
$
"
& (
(
!
#
(
(
$ &
&
&
"
#$%
%
!
$%
%
"
$
!
&
$
%
"
'(
(
!
#
(
(
#
$ %
'
%
&
!
#
!
)*
! *
"
$
*
*
(
' %
%
&
$
%
"
'(
(
!
#
(
(
$
&
&
$
%
% "
'(
(
!
#
(
(
!
$
&
%
#
$
!
'( %
( %
"
( %
( %
## # #
'
$
%
$
"
#
() $
) $
!
) $
) $
"" * ' $' &"
%
%
%
# #
! !
#
#
$
#
!
"
&' #
%' #
' #
%' #
$
#
!! ( ) #) %!
$
#
!
&'
'
"
'
'
" $
%# $
$
#
% !
&'
'
"
'
'
#
# Y
8
U
T
S
8
9
F
C
5
T
9
8
@
I
S
T
C
9
G
F
C
C
F
E
@
I
I
I
R
R
6
P
G
8
F
I
9
I
F
@
&
&
8
V # #
5
H
T
9
9
@
H
C
H
I
C
T
5
V
9
F
9
Y
7
# # H
9
A
5
5
T
G
H
9
Y
G
S
9
T
H A
I
H
C
5
T
U
F9A9H8 H
7
C
5
I
%5HHU5F7B5H79@FII8 8
7
G
S
C
Y %5HHU5F7B5H79@FII8 R
X
7
U
9
D
H %5HHU5F7B5H79@FII8
S
F
9
F
9
A
5
F
%5HHU5F7B5H79@FII8
R
9 STR95G698 8
G
8
C
9
R S F 7RISSS97TCIHFI75TCIH G
5
R
9
# ! !# 8
9
@ STR95G8CST5H79CH@99T56IV97IH@FU9H79WCTBSB5WSB99HRCV9R 'P ' $
"
$
"
#
"
"
&'
'
!
'
'
%" %
#
$
#
#
!
'(
(
"
(
(
& #
#
%
#
$
#
#
!
'(
(
"
(
(
&#
%
#
$
#
#
!
'(
(
"
(
(
&#
&
$
%
$
$
"
'(
(
!
#
(
(
$ ( $
&
$
"
'(
(
!
#
(
(
%&
$
"
&'
'
!
#
'
'
% ' %
$
%
%
$
"
&'
'
!
#
'
'
$
!
&
%
!
& #
!
'(
! (
"
$
(
(
$
% $
#
!
%&
&
"
&
&
#
$
#
#
!
&'
'
"
'
'
# %
#
%
$
"
&'
'
!
#
'
'
!
$
#
#
"
" "
%&
&
!
&
&
$
"