HomeMy WebLinkAbout2 Buttercup Ln Conservation Revised Plan 04.22.2024131514
161
6
1
5
1712
11
17171716141513
UPOLEGRAVELDRIVE
N
o6STAIRSC
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
IL
D
Z
O
N
E
B
A
N
K
SA
LT
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
IS
T
I
N
G
F
L
O
A
T
S
F
O
U
N
D
1
0
0
IN
N
E
R
R
I
P
A
R
IA
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
AN
E
RI
V
E
R
F
R
O
N
T
B
U
I L D
I N
G E
N V
ELO
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
OVERALLHOUSEAREA =
1,442SFVEGETATEDCOASTAL
BANK
XSTRepa
i
rs
edi
m
e
n
tationfenceLOWrepairsedi
me
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 ) atdiscretionof
commission330SF = + 660
SF (+
136
SF)
t
discretion
of
commission
Mi
tiga
tion
1
2
0
7
S
F
Existing
Mi
t
i
g
a
t
i
o
n
2
5
4
2
S
F
2
0SLABOFF
S
E
T
F
R
O
M20'
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
3from
previous)=+
35SF
from
previous)=+
52
SF
MITIGATION =424SF
Previous
Mitigation
ANDENTRY
1
2
OV
E
R
H
A
NGs
o
f
fi
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
sf5036"
x
B
u
l
k
h
e
a
d
626.
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 ba
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
15SF + 28.
5
SF =+
58.
5
SFX2 = +
117 (+
166)
CRUSHEDSTONE
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
nalmiti
ga
t
ion22
26
S
F 3 50 F R
O M C
O A S