HomeMy WebLinkAboutSAMPLE Stormwater Management Control Plan1
(
6
:
1
:
6
(
100.49'
100.00'.
3
3
8
.
0
8
'
2
9
6
.
4
9
'
EDGE OF
R
O
A
D
P
A
V
E
M
E
N
T
C
O
N
S
T
R
U
C
T
I
O
N
E
N
T
R
A
N
C
E
.
T U N
T
O
N
W
O
T
F
O S
Y
,
E
W
N
K
R
O
Y
USLHOD
U
OLFFK
C
O
EFFECTIVE: 9/17/13
DATE:
APPLICANT:
S.C.T.M. #:
PROPERTY
ADDRESS:
Drawing #: SMCP
31.6'
1
0
2
.
3
'
24.0'
T
E
M
P
O
R
A
R
Y
L
O
T
#
:
S
.
C
.
T
.
M
.
#
:
P
R
O
P
E
R
T
Y
O
W
N
E
R
L
O
T
#
:
S
.
C
.
T
.
M
.
#
:
P
R
O
P
E
R
T
Y
O
W
N
E
R
L
O
T
#
:
S
.
C
.
T
.
M
.
#
:
P
R
O
P
E
R
T
Y
O
W
N
E
R
LOT #:S.C.T.M. #:PROPERTY OWNER
S
T
O
R
M
W
A
T
E
R
M
A
N
A
G
E
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
S
C
A
L
E
:
1
'
=
6
0
.
0
'
(
o
r
L
a
r
g
e
r
)
P
R
O
V
I
D
E
A
C
C
E
S
S
T
O
P
O
O
L
D
R
A
I
N
F
O
R
M
A
I
N
T
E
N
A
N
C
E
P
E
R
I
M
E
T
E
R
T
R
E
N
C
H
D
R
A
I
N
A
T
P
A
T
I
O
.
I
N
D
I
C
A
T
E
S
I
Z
E
&
T
Y
P
E
O
F
A
L
L
D
R
A
I
N
A
G
E
P
I
P
E
.
T
R
E
N
C
H
D
R
A
I
N
A
T
E
N
D
O
F
D
R
I
V
E
W
A
Y
.
P
R
O
V
I
D
E
N
U
M
B
E
R
&
I
N
D
I
C
A
T
E
S
I
Z
E
O
F
A
L
L
D
R
A
I
N
A
G
E
.
T
E
S
T
H
O
L
E
H
A
Y
B
A
I
L
A
N
D
/
O
R
S
I
L
T
F
E
N
C
I
N
G
.
(
S
H
O
W
L
I
M
I
T
S
)
H
A
Y
B
A
I
L
A
N
D
/
O
R
S
I
L
T
F
E
N
C
I
N
G
.
(
S
H
O
W
L
I
M
I
T
S
)
N
O
T
E
:
A
l
l
s
e
c
t
i
o
n
s
o
f
p
e
r
m
a
n
e
n
t
a
n
d
/
o
r
f
i
n
a
l
d
r
i
v
e
w
a
y
c
o
n
s
t
r
u
c
t
i
o
n
l
o
c
a
t
e
d
w
i
t
h
i
n
a
T
o
w
n
R
.
O
.
W
.
m
u
s
t
m
e
e
t
t
h
e
m
i
n
i
m
u
m
r
e
q
u
i
r
e
m
e
n
t
s
o
f
t
h
e
T
o
w
n
H
i
g
h
w
a
y
S
p
e
c
i
f
i
c
a
t
i
o
n
s
a
n
d
i
s
s
u
b
j
e
c
t
t
o
t
h
e
a
p
p
r
o
v
a
l
o
f
t
h
e
H
i
g
h
w
a
y
S
u
p
e
r
i
n
t
e
n
d
e
n
t
.
Typical Section @ Leaching Pool 8" THICK REINFORCED CONCRETETRAFFIC BEARING SLAB2" ASPHALT ROAD SURFACE ON4" COMPACTED RCA BLEND.TYPICAL2'-0" Min.4'-0" (VARIES)8"12" Minimum24" MaximumScale: NTS 2'-0" Min.10'-0" Diameter CLEAN SAND &GRAVEL FILL.18" TRAFFIC BEARINGDRAINAGE PIPE. TYPICAL10' DIAMETER x 4' DEEPPRECAST CONCRETELEACHING RING.CLEAN SAND &GRAVEL FILL.PRECAST CONCRETECHIMNEY 24" DIAMETERCAST IRON INLETGRATE & FRAME FRENCH DRAIN DETAIL EXISTING ASPHALTROAD SURFACE.FILTER CLOTH CLEAN GRAVEL FILL.CLEAN SAND SHOULDERAREA. TYPICALGRADEUNEXCAVATED SOILTypical Section @ Leaching PoolsScale : NTS 4'-0"2'-0" Min.2'-0" Min.8'-0" Dia.CLEAN SAND & GRAVEL2'-0" Min.8" THICK PRECASTCONCRETE TRAFFICBEARING SLAB.4'-0"8"GRADE GRASS SHOULDERAREA. TYPICALCLEAN SAND &GRAVEL.8' DIAMETER x 8' DEEPPRECAST CONCRETELEACHING RING.CAST IRON INLETGRATE & FRAMEGROUNDWATERGRADE EXISTING GRASSSWALE AREA
F
L
O
W
S
L
O
P
E
4
"
V
E
R
T
I
C
A
L
F
A
C
E
F
L
O
W
A
N
G
L
E
F
I
R
S
T
S
T
A
K
E
T
O
W
A
R
D
P
R
E
V
I
O
U
S
L
Y
L
A
I
D
B
A
L
E
.
B
O
U
N
D
H
A
Y
B
A
L
E
S
P
L
A
C
E
D
O
N
C
O
N
T
O
U
R
2
R
E
-
B
A
R
S
:
S
T
E
E
L
P
I
C
K
E
T
S
O
R
2
"
x
2
"
S
T
A
K
E
S
1
.
5
'
t
o
2
'
I
N
G
R
O
U
N
D
.
D
R
I
V
E
S
T
A
K
E
S
F
L
U
S
H
W
I
T
H
T
O
P
O
F
H
A
Y
B
A
L
E
S
.
S
T
R
A
W
B
A
L
E
D
I
K
E
D
E
T
A
I
L
S
S
C
A
L
E
:
N
T
S
A
N
C
H
O
R
I
N
G
D
E
T
A
I
L
B
E
D
D
I
N
G
D
E
T
A
I
L
1
8
'
-
0
"
M
A
X
.
C
.
t
o
C
.
F
L
O
W
F
L
O
W
6
"
M
I
N
.
16" MIN.
HEIGHT OF
FILTER FABRIC
G
R
A
D
E
P
E
R
S
P
E
C
T
I
V
E
V
I
E
W
S
I
L
T
F
E
N
C
E
D
E
T
A
I
L
S
S
C
A
L
E
:
N
T
S
S
E
C
T
I
O
N
D
E
T
A
I
L
S
L
O
P
E
G
R
A
D
E
16" MIN.20" MIN.
E
M
B
E
D
F
I
L
T
E
R
C
L
O
T
H
M
I
N
.
6
"
I
N
T
O
G
R
O
U
N
D
4
"
W
O
V
E
N
W
I
R
E
F
E
N
C
E
(
6
x
6
-
1
0
/
1
0
W
W
F
)
3
6
"
M
I
N
I
M
U
M
2
x
2
F
E
N
C
E
P
O
S
T
F
I
L
T
E
R
C
L
O
T
H
N
O
T
E
:
M
A
X
I
M
U
M
D
R
A
I
N
A
G
E
A
R
E
A
1
/
2
A
C
R
E
/
1
0
0
L
I
N
E
A
R
F
E
E
T
STANDARD PRECAST CONCRETE CATCH BASIN GRASS SWALE DETAIL Scale : NTS4'-0" (VARIES)
P
I
T
C
H
P
I
T
C
H
PI
T
C
H
PI
T
C
H
EDGE OF ROAD PAVEMENT
C
O
N
S
T
R
U
C
T
I
O
N
E
N
T
R
A
N
C
E
-
F
O
U
N
D
A
T
I
O
N
O
F
C
O
M
P
A
C
T
E
D
3
/
4
"
S
T
O
N
E
B
L
E
N
D
O
R
N
.
Y
.
S
T
A
T
E
D
.
O
.
T
.
A
P
P
R
O
V
E
D
R
.
C
.
A
.
F
I
L
L
T
O
1
8
"
(
M
i
n
.
)
A
B
O
V
E
E
X
I
S
T
I
N
G
G
R
A
D
E
F
O
R
D
R
A
I
N
A
G
E
.
C
O
N
S
T
R
U
C
T
I
O
N
E
N
T
R
A
N
C
E
-
F
O
U
N
D
A
T
I
O
N
O
F
C
O
M
P
A
C
T
E
D
3
/
4
"
S
T
O
N
E
B
L
E
N
D
O
R
N
.
Y
.
S
T
A
T
E
D
.
O
.
T
.
A
P
P
R
O
V
E
D
R
.
C
.
A
.
F
I
L
L
T
O
1
8
"
(
M
i
n
.
)
A
B
O
V
E
E
X
I
S
T
I
N
G
G
R
A
D
E
F
O
R
D
R
A
I
N
A
G
E
.
T
E
M
P
O
R
A
R
Y
C
O
N
S
T
R
U
C
T
I
O
N
E
N
T
R
A
N
C
E
S
C
A
L
E
:
N
T
S
SITE PLAN DATA: (To Include)NAME OF PROPERTY OWNERPROPERTY ADDRESSSUFFOLK COUNTY TAX MAP NUMBERTOTAL SITE AREA / ACREAGETOTAL AREA WITHIN CLEARING LIMITSLOCATION OF ALL PRIVATE WELLS WITHIN 100'TEST HOLE LOCATIONSTORMWATER DRAINAGECALCULATIONS: (To Include)TOTAL AREA OF ALL IMPERVIOUS SURFACES:ROOF AREADRIVEWAY AREAPATIO AREAALL OTHER IMPERVIOUS AREASSTORMWATER CALCULATIONS FOR A 2" RAINFALLDESIGN ELEMENTS TO INCLUDE: SIZE & DEPTH OFLEACHING POOLS, DRAINAGE PIPE SIZING & TOTALCAPACITY. (Provide Site Plan Number System for all Drainage Structures)NOTE:STORMW
A
T
E
R
M
A
N
A
G
E
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
S
M
U
S
T
S
H
O
W
C
R
O
S
S
SECTION
S
A
N
D
/
O
R
D
E
T
A
I
L
S
F
O
R
A
L
L
P
R
O
P
O
S
E
D
D
E
S
I
G
N
E
L
E
M
E
N
T
S
T
O
P
S
O
I
L
S
T
O
C
K
P
I
L
E
A
R
E
A
6
0
0
S
.
F
.
+
/
-
TITLE BLOCK DATA: (To Include)
NAME OF DESIGN PROFESSIONAL - With
BUSINESS ADDRESS & CONTACT INFORMATION.
PROFESSIONAL SEAL - (State of New York)
SITE PLAN SCALE & DATE PREPARED
2'-0" Min.GROUNDWATER (This Drawi
n
g
i
s
o
n
l
y
o
n
e
e
x
a
m
p
l
e
o
f
a
n
A
d
e
q
u
a
t
e
S
t
o
r
m
w
a
t
e
r
M
a
n
a
g
e
m
e
n
t
C
o
n
t
r
o
l
P
l
a
n
.
)
CHAPTER 236 COMPLIANCE
STORMWATER MANAGEMENT CONTROL PLAN
& Standard Stormwater Details
Test Hole LOAM El. 19CLAYFINESANDw/CLAYCLEANSAND&GRAVEL 1.54.58.514.0El. 5El. 2 El. 17.5El. 14.5El. 10.517.0 CLEANSAND WATERIN Exist. GRADE