Revised plan 04-22-2024131514 161
6
1
5
1712
11
17171716141513
UPOLEGRAVELDRIVE N
o
.
6STAIRSC
O
A
S
T
A
L
B
A
N
K
FOLLINS POND
2
8
7
9
7
8
6
9
F
L
O
O
D
Z
O
N
E
A
E
(
E
L
.
9
)
F
L
O
O
D
Z
O
N
E
X
35
'
N
O
B
U
I
L
D
Z
O
N
E
B
A
N
K
SA
L
T
M
A
R
S
H
(tidal)
1
0
0
'
F
R
O
M
C
O
A
S
T
A
L
B
A
N
K
E
X
I
S
T
I
N
G
F
L
O
A
T
S
F
O
U
N
D
1
0
0
'
I
N
N
E
R
R
I
P
A
R
I
A
N
Z
O
N
E S 24°48'16" W 125.00'N 09°28'36" E 104.04'N
6
5
°
1
1
'
4
4
"
W
8
2
.
2
0
'
A
P
N
1
1
9
-
3
3
(
A
R
E
A
=
0
.
2
8
±
A
C
.
)
B
U
T
T
E
R
C
U
P
L
A
N
E
RI
V
E
R
F
R
O
N
T
B
U
I
L
D
I
N
G
E
N
V
E
L
O
P
E
*
4 in Locust
6in Locust
8in Locust
16in PPine
18in PPine4in PPine
6in Locust
6in Locust
16in PPine
16in PPine
16in PPine
16in PPine
14in PPine
16in WOak
14in WOak
Bayberry
X
X
X
XX
X
X
X
X
X
X
X
X
AREA CALCULATION
AREA BY AREA COVERAGE RECONCILIATION
ORIGINAL HOUSE NEW HOUSE
DECK AREA #1=62 SF NEW HOUSE AREA =0 SF
DIFFERENCES
-62 SF
MITIGATION
x 3 = - 186 SF at discretion of commission
LOCATION
0-35'
35'-50'
>50'
8in Locust
OVERALL HOUSE AREA = 1112 SF OVERALL HOUSE AREA = 1,442 SF
VEGETATED COASTAL
BANK
X
S
T
Re
p
a
i
r
s
e
d
i
m
e
n
t
a
t
i
o
n
f
e
n
c
e
(
L
O
W
)
rep
a
i
r
s
e
d
i
m
e
n
t
a
t
i
o
n
f
e
n
c
e
(
L
O
W
)36"30"
3/4" TO 1-1/2"
SOIL / TURF LAYER -6"
CONCRETE COVER
CONCRETE BLOCKS (3" * 8" * 12")
4" DRAIN PIPE FROM DOWNSPOUT
DRY WELL
SLOTTED (FOR DRAINAGE)
3/4" TO 1-1/2" STONE
(TO BE DOUBLED IN WIDTH FOR >2 DOWNSPOUTS)
SCALE: NOT TO SCALE
12" CRUSHED STONE BACKFILL
W/ FILTER FABRIC
DECK & HOUSE AREA #2=451 SF NEW HOUSE AREA =504 SF + 53 SF x 2 = +106 SF (+70) at discretion of commission
HOUSE AREA #1=599 SF NEW HOUSE AREA=938 SF + 339 SF x 2 = + 574 SF (+104 ) at discretion of commission
+ 330 SF = + 660 SF (+136 SF) t discretion of commission
Mi
t
i
g
a
t
i
o
n
#
1
-
2
0
7
S
F
Existing
Mi
t
i
g
a
t
i
o
n
#
2
-
5
4
2
S
F
2
0
'
S
L
A
B
O
F
F
S
E
T
F
R
O
M
20'RIV
E
R
F
R
O
N
T
DRYWELL
35
'
N
O
B
U
I
L
D
Z
O
N
E
50
'
F
R
O
M
C
O
A
S
T
A
L
B
A
N
K
L
E
A
C
H
F
I
E
L
D
PROPOSED HOUSE
= 1,442 SF
PREVIOUS DIFFERENCE= + 243 SF
X
Downspout
1
5
'
-
7
"to entry roof overhang2
5
'
-
3
"23'-2"2
4
'
-
9
"
1
5
'
-
6
"5'-6"26'-2"2'-6"2'-0"2'-0"4'-0"2'-3"5
2
.
8
3
'
(from previous)=+35 SF
(from previous)=+52 SF
= MITIGATION =424 SF Previous Mitigation
AND ENTRY 1
2
"
O
V
E
R
H
A
N
G
(
s
o
f
f
i
t
)
b
y
Y
H
C12" OVERHANG (soffit) by YHCDownspout
OLD BUILDING ENVELOPE*wi
n
d
o
w
w
e
l
l
=
1
5
s
f
5
0
" 36" x wi
n
d
o
w
w
e
l
l
=
1
5
s
f
5
0
" 36" x B
u
l
k
h
e
a
d
=
6
.
2
'6.00'4'
s
t
e
p
s
B
a
s
e
m
e
n
t
e
n
t
r
a
n
c
e
0 feet20
1" = 20'
10 30
20'
set
b
a
c
k
ACCESS
el
=
1
0
.
3
el
=
1
7
.
0
STEPS10.
8
2
'10' (OLD) SETBACK20' CURRENT SETBACK10'
10'
Width=4.8'
AREA LOST TO
BULKHEAD=49 SF
35'-50'LOST BULKHEAD AREA=49 SF 49 SF + 49 SF x 1 = +49 SF (+49) at discretion of commission
DESCRIPTION ENCROACHMENT DIFFERENCES MITIGATIONLOCATION
35'-50' BULKHEAD & WINDOW WELLS AREA=2 X 15 SF + 28.5 SF =+ 58.5 SF X 2 = +117 (+166)
CRUSHED STONE
to
BU
L
K
H
E
A
D
C
O
R
N
E
R
MITIGATION DIFFERENCE= MITIGATION =215 SF Additional Mitigation
BULKHEAD & WINDOW WELLS COVERAGE RECONCILIATION
FOLLINS POND (tidal)
-2
-1-1
replaced
to be
if damaged
A
d
d
i
t
i
o
n
a
l
m
i
t
i
g
a
t
i
o
n
#
2
-
2
2
6
S
F
-3
50
'
F
R
O
M
C
O
A
S
T
A
L
W Oak REMOVED BY ERROR CURRENT BUILDING ENVELOPECURRENT BUILDING ENVELOPELOCUST (NOT)
10in LocustXLOCUST
REMOVED
BY ERROR
REMOVED BY ERROR
VIOLATION
DRYWELL
DRYWELL
R
e
m
o
v
e
f
i
l
l
l
t
o
r
e
p
a
i
r
f
e
n
c
e
Rev: 02-23-24-Violation
Bulkhead & Window wells
Stairway to Dock