sin
Elevation
Description
Ken
Mi m
o
a Av
Cat
awb
9
222
5
221
221
5
220
9
2
212
8
21
2
220
8
220
0
221
2
222
4
222
0
221
3
220
9
220
5
220
1
Cat
awb
a Av
e
Av e
ond
mm
Dru
24
0
9
22
46
20
26
Ave
s id e
Wo
od
24
28
20
0
0
20
18
27
01
1314
9
24
18
24
06
2101
b Ln
Country Clu
21
00
1320
24
15
14
23
24
15
28
22
20
221
4
221
0
221
9
2224
231
1
2320
22
2
9
2316
2312
2300
222
1
221
5
220
6
221
5
221
4
220
8
220
4
230
0
230
6
231
0
231
4
231
8
231
5
24
231
9
2130
22
32
21
41
220
9
220
5
214
1
213
7
21
33
214
0
213
6
2322
232
1
232
1
224
9
231
5
2101
224
3
22
33
222
5
22
28
230
9
21
35
214
1
214
5
221
9
221
5
220
9
213
7
220
0
213
6
21
32
21
29
213
2
22
23
2733
1827
182
1
20
08
210
1
20
25
7
2001
Av
e
200
kD
r
1
20
son
the
Ma
3020
Sh
am
roc
181
5
St
e
Ave
sa
22
12
220
5
220
9
221
7
222
1
222
5
220
5
220
1
220
8
220
4
220
0
213
8
213
9
213
5
213
1
212
7
212
5
213
4
213
0
212
2
212
0
222
9
223
3
223
7
224
1
224
5
224
9
212
1
211
7
211
3
211
8
212
8
212
4
212
0
212
5
212
1
21
28
21
24
2326
233
0
233
4
233
8
5
212
1
211
7
211
5
211
2
211
7
212
0
211
6
211
2
201
7
211
3
201
6
201
2
200
8
201
3
200
9
201
6
202
8
2700
2700
19
38
19
34
193
0
2020
19
4
194
1
193
7
201
2
200
8
193
3
192
9
192
5
192
1
192
6
211
0
201
9
202
0
201
6
201
7
201
5
201
1
200
3
200
1
200
4
200
0
200
0
193
0
192
6
2016
2
20
1
183
2
220
1
20
17
202
0
201
6
201
4
200
8
201
5
200
9
200
5
200
1
1
19
3
200
8
200
4
200
0
19
24
192
7
192
3
191
9
192
6
200
5
192
2
192
7
193
1
191
8
192
3
191
9
191
5
191
5
19
11
19
07
191
4
190
8
190
4
190
0
192
2
191
8
191
4
190
3
181
8
182
9
191
7
191
3
190
9
19
05
182
9
182
7
182
1
181
2
180
8
180
4
1800
182
5
191
1
192
0
191
2
190
6
190
0
18 2
4
1820
1816
1812
181
7
181
5
180
9
180
5
180
1
190
7
190
1
182
5
1821
1817
1815
180
9
5
18
0
1808
1804
1800
0
17
2
172
9
1725
1724
182
1
183
0
182
4
182
0
212
9
211
3
e
Av
302
1
a
rid
296
0
Flo
8
Ct
1700
2
170
4
24
ew
dr
An
l
no
Ar
Ln
29
34
282
0
8
170
St
24
29
292
6
2
38
24
2435
1
17
Ct
9
r
R ho dod
end
ron
2903
1715
00
29
0
09
29
08
29
nD
ps o
Sim
00
22
24
27
08
16
04
29
1718
5
24
28
292
6
s
en
ad
ie r
is io
1
24
29
29
29
Breakout Group #2
Div
1
29
01
01
22
2830
290
0
Dr
2
28
09
29
Ë
2828
05
29
t
nS
05
29
1600
00
29
7
281
2831
1814
181
0
180
8
16
21
01
29
8
283
ve
2809
8
3
281
1926
00
29
4
283
24
00
0
284
5
283
1
284
ia A
2826
0
290
01
29
e
Av
27
1
24
21
2805
e
Av
na
04
29
8
284
gia
2817
5
285
or
Ge
32
21
2817
246
246 5
246 5
5
2832
d
Fort St
2816
2
285
1
0
283
ia
Ind
r
0
2710
283
5
285
8
284
9
284
0
284
7
8
285
9
284
4
284
5
284
6
283
6
282
2727
2331
0
284
1
284
4
285
5
284
yD
2
28
191
5
5
r
2
24 465
246 65
5
2328
19
01
6
283
4
284
2
282
2723
2700
8
2
283
282
8
281
0
285
1
284
err
ab
A tt
2715
7
283
2
283
5
283
9
6
284
8
282
4
3
2 82
4
281
2321
19
01
3
20
Mas
onic
D
282
8
281
0
281
2711
3
283
1
283
282
5
281
2
284
4
282
in
Virg
6
280
0
Holt St
8
283
9
282
7
282
282
1
281
2719
2801
1422
2630
1509
2320
0
150
1825
8
15 0
2622
1711
1717
2309
5
151
17
2616
6
9
283
2
283
3
282
3
282
282
7
280
9
281
2
283
3
283
6
282
0
282
4
282
7
282
0
282
5
281
0
282
1
282
4
281
2
281
4
281
5
281
8
280
8
280
2
281
2612
6
182
2714
281
28
01
8
170
17
14
2301
2808
9
280
1
281
9
281
Ave
2801
7
280
5
281
16
16
30
2621
1308
1307
6
6
281
08
28
00
17
2601
162
4
2615
2626
d
kR
2809
1611
2620
o
ro
2801
2800
161
8
271
2
0
280
161
4
2611
2547
2300
Peppercorn Ln
24
24
65 65 2
246 465
5
0
2216
8
270
1
280
B
00
28
2719
1
2212
2608
n
orn L
00
27
1400
2
15
2533
2614
0
224
e rc
Pep p
2800
21
3
00
22
M a son C r k
26
48
2
63
26
6
32
0
252
14
1
2220
2240
9
224
26
26 44
40
Clem
s on
21
25
21
27
2608
2541
26
28
9
250
21
15
21
32
2607
2245
2021
21
11
21
26
2208
2604
2618
2017
2501
2201
t
20
33
2529
2530
2535
2604
St
20
21
ven S
t
2541
2600
nie
l
201
3
2204
Fort St
Rola
nd S
2004
2008
202
9
9
2529
2227
20 09
20
25
2525
2600
2540
4
06
26
202
0
2522
2219
Da
20
13
2521
221
1
2528
20
1
1
202
6
29
20
2
20
22
22
2232
20
0
201
6
19 2
9
2526
223
1
2303
5
2008
2014
2022
2030
2100
2110
2118
4
194
2020
28
21
2120
2112
2104
2100
2040
2036
2032
04
20
ble
2108
Sa
2116
9
191
5
2517
22
01
22
39
20 05
200
4
2200
22
35
Dr
2028
23
29
od
wo
2017
2600
2124
50
19
2000
08
20
25
21
7
20
2
2100
251
7
46
19
2023
r
2028
1935
1940
ll D
2024
1931
1936
251
5
252
0
2044
1927
1932
250
9
3
192
8
1923
nhi
1
202
192
4
Ave
20
01
1919
2013
192
0
2009
1915
251
2
0
21
1911
191
6
200 5
Log
ie
Du
1907
191
2
250
5
0
21
1908
250
1
251
6
24
1904
250
8
2106
18
242
1
250
0
2027
r
241
7
2115
nD
242
0
2146
2121
rmo
241
5
200
0
Lynha
2127
Dea
Rd
240
9
241
6
1
r
ma
n
240
5
240
8
3
21
29
44
Ne
we
Prepared For:
600
Rd
Date: July 29, 2014
St
th
35
E
Fa
r le
y
St
Av
e
d
kR
roo
b
y
ne
Sto
Do
wn
s
d
ok
R
bro
ney
d
Pl
ith
Dr
Sto
r
Fo
er
Ct
E
w
ck
Be
Prepared By:
b
Clu
Ave
400
2956
ntry
Cou
Gra
yba
rk
200
Feet
2952
g
in
rb
a
H
0
ll A
ve
Gr
Ive y
D
Tru
240
6
ve
200
1
192
1
20
00
an A
2008
200
9
193
6
Dun
c
191
9
2000
1925
201
4
2112
r
240
1
222
2
22
24
192
1
190
1
1930
Ave
2118
eD
240
4
e lm ina
il h
W
2124
Mor
ning
sid
Rd
232
1
240
0
193
2
18
24
191
7
193
6
191
5
2033
816
2 1
182
231
7
184
1
190
5
2043
Clu
b
231
5
232
0
t
192
6
1929
2039
0
192
rS
0
210
213
1
2011
231
6
Win
te
5
192
4
183
3
33 1
6
3311
33 1
0
33 0
4
19
13
1
19
230
7
192
0
0
231
2
191
6
182
7
1
24
230
1
33 0
5
0
230
8
21
2
19 1
4
0
24
230
4
21
21
212
8
Dr
33 1
7
1
190
230
0
ood
191
2
182
3
Av e
St
222
1
bw
190
8
181
9
18 3
6
on
221
9
190
4
181
5
Pl
21
17
21
24
182
8
ac
Be
Ave
Ch
am
21
20
4
2
19
00
181
1
183
1
0
22
Breakout Group #1
4
Lyd
ia
180
5
182
4
18 4
0
21
13
4
23
Av e
180
1
18 3
2
rc
221
1
No
220
9
222
0
Ch
ath
am
18
22
ro
ss
00
22
2109
21
12
Potential House (FFE) Flooding in
Existing Condition with Attenuation
Based on HEC-RAS Modeling
182
0
182
9
1
221
2
221
6
Ct
2108
220
1
181
6
182
1
18
21
4
23
181
2
181
7
Ly di
a
38
23
173
9
180
8
1833
2105
2105
2100
181
5
182
5
14
21
2121
220
8
182
0
10
21
2101
2200
181 6
182
4
6
202
2101
im
e
2100
7
202
Av e
34
23
173
5
180
4
4
18
2
202
20
21
M
Av
a
os
180
0
180
9
34
18
3
202
08
21
181
2
182
8
5
201
2101 2101
Lyon
2205
220
1
Av e
Lola
220
0
180
5
18
16
3
182
3
203
11
20
Gra
ce
St
Ke n
non
Ave
d Ct
ed
1
183
nd
171
8
172
6
4
211
7
182
Ash
la
171
4
190
0
691.12
lv
Be
e r e Ave
Potential Crawl Space, LAG,
Accessory Structure, or HVAC Flooding
in Existing Conditions with Attenuation
Based on HEC-RAS Modeling
172
2
2308
St
Fu. Indicates the future condition (without attenuation)
Wolf
e
690.43
ah
Ave
Breakout Group #3
Ex. (Att.) indicates the existing condition (with attenuation)
Fulton Ave
171
5
193
7
690.29
Tip
p
CS = Crawl Space, LAG = Lowest Adjacent Grade, FFE = Finished Floor Elevation, BFFE = Basement FFE, GAR = Garage
Ex. indicates the existing condition (without attenuation)
FFE
BFFE
LAG
SHED
172
4
Ave
690.20
689.78
689.80
702.09
694.53
694.11
690.20
172
9
3
689.27
FFE
HVAC
BFFE
LAG
SHED
Pl
100-Year Overland Flooding for Future
Conditions
t
Flooding Summary
9
689.70
699.30
691.10
690.46
689.90
688.40
nd
172
0
24
08
Ha m
RED
Ba r
ry S
172
8
654.30
654.20
1725
221
8
689.27
692.74
654.14
Dr
692.52
654.03
House within modeled
flood boundary. No
detailed survey
rmo
on
692.28
653.82
654.04
T hu
Ke
n
Pa
692.45
652.14
653.85
654.03
ing
t
692.25
653.65
653.93
e nb
urg
652.01
653.81
c kl
Ex.
653.66
18
00
o r to n
Hall
Pl
Ave
651.99
Ken
s
692.17
692.45
656.66
655.33
6
211
St
692.25
h
655.62
655.38
ood
Indicates which structure element is flooding at each propertywlocation
for existing conditions with
Av
e
attenuation
dall
692.17
pa
Tip
655.35
655.63
FFE
VENT
HVAC
CS
LAG
2
23
689.23
692.74
655.63
659.45
657.83
657.20
656.38
655.90
Additional Flooding Areas Reported in
Questionnaire Not Represented by
Insufficient Drainage Systems
23
23
689.14
692.52
655.63
171
6
Fu.
692.28
655.67
2
160
2304
1723
688.88
689.14
692.45
655.48
654.67
653.04
Ex.
(Att.)
1815 Masonic Drive
(XS 363)
654.68
20
18
688.77
692.01
692.25
FFE
GAR
LAG
682.54
24
18
688.77
691.54
700.02
692.71
690.89
692.45
681.03
1801
689.59
691.54
692.17
Fu.
679.63
15
18
Fu.
689.35
692.01
692.25
e
Av
678.11
100-Year Floodplain for Existing Conditions
With Attenuation
St
1600
161
5
1834
Ex.
689.35
691.54
692.17
is
160
7
28
18
Ex.
(Att.)
689.59
691.54
695.60
695.42
d
Lan
680.24
Unio
n
1520
161
1
Ran
689.35
695.06
695.29
Ct
Ex.
694.17
695.02
674.79
BELVEDERE AVENUE DOWNSTREAM
Ex.
652.53
(Att.)
1821 Masonic Drive
Ex.
652.57
(XS 527)
FFE
DECK
LAG
679.28
t
689.35
694.65
703.96
699.2
695.5
695.26
678.25
686.93
FFE
684.31
VENT
683.81
CS
Dr
ton
g
in
682.20
LAG
ns
679.10
160
1
04
2304 23
Ex.
(Att.)
695.02
676.93
678.51
Buildings
151
2
152
1
15 1
6
Ke
Fu.
rk
691.57
693.06
ve
691.26
694.65
tral A
Ex.
693.06
Ce n
691.26
673.97
677.85
150
8
35
22
Ex.
(Att.)
Ex.
676.85
Pl
695.60
673.93
hran
695.42
Ex.
(Att.)
682.52
22
0
695.06
wD
r
681.01
221
2
694.17
679.60
680.22
Me
691.57
678.11
679.26
Parcels
150
4
151
5
213
9
Fu.
695.26
675.77
Fu.
2311 Club Road
(XS 170)
FFE
VENT
CS
HVAC
LAG
678.25
Streams
t
150
0
151
1
Coc
695.29
695.02
699.31
696.75
695.30
694.80
694.50
677.05
679.08
678.50
FFE
CS
NVENT
ass
au
Blvd
LAG
17
1
695.02
694.65
Ons
lo
N675.17
and
i na
St
687.39
684.61
684.83
682.19
son
S
Pipes/Culverts
150
5
20
16
694.65
693.06
Ex.
677.87
684.42
od
693.06
Ex.
r
699.79
691.26
Fu.
Iris D
699.66
Ex.
Ex.
(Att.)
2132 Chatham Avenue
(XS 3164)
699.63
699.74
691.26
Fu.
2136 Chatham Avenue
(XS 3258)
699.39
699.61
Ex.
(Att.)
Fu.
2200 Chatham Avenue
(XS 3258)
699.45
699.74
676.99
683.52
35
22
2215 Chathm Avenue
(XS 3457)
698.33
699.61
2303 Club Road
(XS 355)
FFE
HVAC
BFFE
LAG
675.16
682.22
Sub-Area Boundary
06
16
2141 Chatham Avenue
(XS 3457)
697.19
699.45
701.28
697.30
695.24
694.71
681.13
Ave
Ex.
(Att.)
Rola
nd S
Fu.
698.33
678.83
in g
t
on
705.89
We s
t
MIDWOOD PARK DOWNSTREAMover St
Ex.
696.95
(Att.)
2222 Winter Street
Ex.
696.95
(XS 3795)
150
1
Mi d
wo
705.81
Fu.
Par
142
8
1326
682.83
25 3
3
682.26
252 9
681.51
2525
680.51
252
1
678.55
CS
SHED
LAG
25
15
Ex.
686.55
680.43
685.70
e
705.69
705.76
2322 Club Road
(XS 2667)
Ave
705.56
705.67
FFE
VENT
HVAC
LAG
in g
705.57
708.87
707.41
707.1
704.90
705.75
VENT
Bro
wn
705.28
705.49
705.70
eA
ve
Fu.
703.98
705.55
ag u
Ex.
705.46
Spr
2225 Winter Street
(XS 3953)
703.98
Ha
ll A
ve
Ex.
(Att.)
687.05
Av e
682.75
od A
ve
682.10
kwo
681.44
251
2
680.49
Par
678.53
Stra
tford
M
MIDWOOD PARK
2800
Ex.
(Att.)
St
1839
dina
Project Area
*Flooding in Future Condition
based on floodmap
2024
684.90
t
25
04
684.66
25
00
684.40
241
2
684.02
24
1
682.99
151
4
Fu.
R
d
lin
to
ck
cC
Nan
stea
dS
Existing Conditions
Floodplain Map
ve
684.62
CHATHAM STORM DRAINAGE
IMPROVEMENTS
St
Legend
2
684.39
FFE
VENT
P la
za
BFFE
LAG
ram
n
rite
A
684.15
The
eL
24
1
683.81
695.59
693.50
685.75
685.53
Peg
St
M ar
gu e
682.77
gto
n
Dr
Ex.
2124 Club Road
(XS 2764)
Elevation
100 Yr.
Storm
Sch oo
l St
25 Yr. Storm
10 Yr. Storm
2 Yr. Storm
Hydrologic
Scenario
684.56
orn
7
694.92
684.34
220
8
694.64
684.13
2133
694.26
683.80
212
3
692.81
682.76
211
9
689.47
Ex.
(Att.)
wth
18
00
Fu.
691.02
Ha
1733
694.32
690.28
1821
693.74
689.59
Ave
203
6
692.55
688.53
ste
ad
St
Um
Bel
le T
erre
690.79
686.97
ma
s
203
2
688.76
FFE
HVAC
BFFE
LAG
Fu.
T ho
20 2
8
Ex.
702.58
698.00
692.94
692.70
690.13
2020
692.95
689.57
VENT
CS
LAG
DECK
Haywoo
692.51
688.83
694.61
692.62
692.27
687.20
le T
erre
691.79
690.04
on
Bel
690.74
689.48
Pl
St
688.74
688.81
t Av
695.36
FFE
BFFE
HVAC
LAG
Pa
rs
stn
u
695.18
Ju
lie
n
MIDWOOD PARK DOWNSTREAM (CONT'D)
Ex.
686.73
688.17
(Att.)
2133 Club Road
Ex.
686.73
688.17
(XS 3074)
Um
Che
694.98
Location
Ave
Dr
694.95
Elevation
Description
Elevation
100 Yr.
Storm
50 yr. Storm
694.76
706.67
695.17
694.60
694.40
694.90
695.02
Ex.
(Att.)
2301 Mecklenburg Avenue
(XS 1336)
694.18
Na 694.76
ndin
a St
694.86
St
693.17
694.58
Pe
c an
Ken
s
Fu.
694.16
Water Surface Ele vation
50 yr. Storm
CRAMER POND DOWNSTREAM
Ex.
692.48
(Att.)
2612 Country Club Lane (XS
Ex.
692.49
1633)
25 Yr. Storm
10 Yr. Storm
C
om
m
Location
2 Yr. Storm
on
we
al
th
Av
e
Hydrologic
Scenario
Water Surface Ele vation
POTENTIAL STRUCTURAL FLOODING
Ham o
r ton P
l
POTENTIAL STRUCTURAL FLOODING