HomeMy WebLinkAboutLandscape DrawingsC
a
y
u
g
a
H
e
i
g
h
t
s
R
o
a
d
648 650
652 654 6
5
6
660 662658
664
672
666 668 670
60
0
C
A
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
40%
S
L
O
P
E
Cross-Section Water Quality Bio-Swale
0,5$), 1
*(27(;7,/(
W$S+(' S721(
S2,/ 0(',80
3/$17,1* 7(03 321',1* $5($
'5
$
,
1
$
*
(
/
$
<
(
5
32
5
2
S
,
7
<
- 08/C+ /$<(5
W$7(5 Q8$/,7< B,2-SW$/( 81'(5'5$,1 /$<(5S
-
32
1
'
,
1
*
'
(
3
7
+
5iS 5aS Weir
5iS 5aS Weir - Stone
/onJ [
WiGe
-
-
(/
(/
(/
(/
7oS oI BerP (/
(/
S3(C,),C$7,21S )25 ),/75$7,21 /$<(5
3lantinJ Soil7Ke soil sKall Ee a uniIorP Pi[ Iree oI stones stuPSs roots or otKersiPilar oEMects larJer tKan two incKes 1o otKer Paterials or suEstancessKall Ee Pi[eG or GuPSeG witKin tKe Eioretention area tKat Pay EeKarPIul to Slant JrowtK or SroYe a KinGrance to tKe SlantinJ orPaintenance oSerations 7Ke SlantinJ soil sKall Ee Iree oI no[iousweeGs
3lantinJ soil sKall Ee oI a sanGy loaP consistency containinJaSSro[iPately concrete sanG toS soil anG orJanics
CoPSaction0iniPi]e coPSaction oI EotK tKe Ease oI tKe Eioretention area anG tKereTuireG EacNIill 3lace soil in liIts or Jreat 'o not use KeaYyeTuiSPent witKin tKe Eioretention area Easin
3(5) '5$,1 3,3(
Site Water Quality 9oluPe Si]inJ
WQY > 3 5Y $ @
µ$C
$C $C-,1 or -C)
5Y , ¬
, ,PSerYious CoYer 3ercent -
0iniPuP 5Y
$ site area in acres $C
3ractice Iloor surIace area -S) 7Kis SroYiGes
-C) oI WQY treatPent or rouJKly
Relocated Sewer with 6' Private
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
Existi
n
g
6
'
P
r
i
v
a
t
e
S
a
n
i
t
a
r
y
E
a
s
e
m
e
n
t
S
S
S
S
S
S
N
.
S
u
n
s
e
t
D
r
i
v
e
-2'
MH
MH
640
644 646 648 650
652 654
6
5
6
660 662658
634
638
664
666
30% SLOPE
60
0
C
A
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
604 C
A
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
-1'
-2'
-2'
636
40%
S
L
O
P
E
648
P
6
5
2
P
6
5
0
6
4
0
65
0
P
6
6
0
Fisher, GeoFFrey & Katie
1.-3-11.2
211 North suNset Drive
S.G.
1" = 10'
S-1
22-166
EX
I
S
T
I
N
G
S
I
T
E
VI
L
L
A
G
E
O
F
C
A
Y
U
G
A
H
E
I
G
H
T
S
,
I
T
H
A
C
A
,
N
E
W
Y
O
R
K
ST
A
R
L
A
N
D
B
U
I
L
D
E
R
S
21
1
N
.
S
u
n
s
e
t
P
a
r
k
SCALE: 1" = 10'-0"
10'0'10'15'
Feb 14, 2023
S
S
S
S
S
S
S
S
S
S
S
S
N
.
S
u
n
s
e
t
D
r
i
v
e
-2'
MH
MH
640
644 646 648 650
652 654
6
5
6
660 662658
634
638
664
666
30% SLOPE
60
0
C
A
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
604 C
A
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
-1'
-2'
-2'
636
40%
S
L
O
P
E
648
P
6
5
2
P
6
5
0
6
4
0
65
0
P
6
6
0
Fisher, GeoFFrey & Katie
1.-3-11.2
211 North suNset Drive
Silt Fence
Stabilized Construction
Entrance
Proposed
15"
CpEp
Culvert
Daylight
drain to
631.25+/-
4'L x 2'W Rip-Rap Emergency
Overflow
Inv. El. 635.60'
A
v
g
.
D
r
i
v
e
w
a
y
S
l
o
p
e
9
.
0
%
6
4
0
6
4
2
64
2
S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
Relocated Sewer with 6' Private
Easement
Install Cleanouts at Each Bend
S
S
S
S
6
4
0
6
4
6
6
4
8
6
5
0
6
5
2
64
4
.
5
0
'
64
4
6
4
6
6
4
8
6
5
0
6
5
2
Retaining Wall
6
5
4
6
4
4
6
3
8
6
3
6
6
3
5
6
3
6
Water Quality Bio-Swale
Floor of Practice - 243-SF
Designed for 10 Yr Storm S.G.
1" = 10'
S-2
22-166
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
CO
N
T
R
O
L
P
L
A
N
VI
L
L
A
G
E
O
F
C
A
Y
U
G
A
H
E
I
G
H
T
S
,
I
T
H
A
C
A
,
N
E
W
Y
O
R
K
ST
A
R
L
A
N
D
B
U
I
L
D
E
R
S
21
1
N
.
S
u
n
s
e
t
P
a
r
k
SCALE: 1" = 10'-0"
10'0'10'15'
Feb 14, 2023
S.G.
N.T.S.
S-3
22-166
E&
S
C
D
E
T
A
I
L
S
VI
L
L
A
G
E
O
F
C
A
Y
U
G
A
H
E
I
G
H
T
S
,
I
T
H
A
C
A
,
N
E
W
Y
O
R
K
ST
A
R
L
A
N
D
B
U
I
L
D
E
R
S
21
1
N
.
S
u
n
s
e
t
P
a
r
k
Feb 14, 2023
S72C.3,/(S B2552W $5($S $1' S32,/ $5($S S+$// B( S+2W1 21 7+( 3/$1S $1'
),// 0$7(5,$/ S+$// B( )5(( 2) )52=(1 3$57,C/(S B58S+ 5227S
S2' 25 27+(5 )25(,*1 25 27+(5 2B-(C7,21$B/( 0$7(5,$/S
S+$// B( S8B-(C7 72 7+( 3529,S,21S 2) 7+,S S7$1'$5' $1' S3(C,),C$7,21
$CC25'$1C( W,7+ 7+( S7$1'$5' $1' S3(C,),C$7,21 )25 S8BS85)$C( '5$,1
S((3S 25 S35,1*S (1C2817(5(' '85,1* C21S758C7,21 S+$// B( +$1'/(' ,1
7+$7 W28/' ,17(5)(5( W,7+ 25 35(9(17 C21S758C7,21 2)
$// ),// 72 B( 3/$C(' $1' C203$C7(' ,1 /$<(5S 127 72 (;C((' ,1C+(S
S833257 B8,/',1*S S758C785(S $1' C21'8,7S (7C S+$// B( C203$C7('
$// ),//S S+$// B( C203$C7(' $S 5(Q8,5(' 72 5('8C( (52S,21 S/,33$*(
,1 $CC25'$1C( W,7+ /2C$/ 5(Q8,5(0(17S 25 C2'(S
S(77/(0(17 S8BS,'(1C( 25 27+(5 5(/$7(' 352B/(0S ),// ,17(1'(' 72
25 27+(5 $33529(' 0(7+2'
S$7,S)$C725< ),//S
,1 7+,C.1(SS
3+<S,C$//< 0$5. /,0,7S 2) /$1' ',S785B$1C( 21 7+( S,7( W,7+
7$3( S,*1S 25 25$1*( C21S758C7,21 )(1C( S2 7+$7 W25.(5S C$1
S(( 7+( $5($S 72 B( 3527(C7('
',9(57 2))-S,7( 5812)) )520 +,*+/< (52',B/( S2,/S $1' S7((3
S/23(S 72 S7$B/( $5($S
C/($5 21/< W+$7 ,S 5(Q8,5(' )25 ,00(',$7( C21S758C7,21
$C7,9,7< /$5*( 352-(C7S S+28/' B( C/($5(' $1' *5$'(' $S
C21S758C7,21 352*5(SS(S $5($S (;C((',1* 7W2 $C5(S ,1 S,=(
S+28/' 127 B( ',S785B(' W,7+287 $ S(Q8(1C,1* 3/$1 7+$7 5(Q8,5(S
35$C7,C(S 72 B( ,1S7$//(' $1' 7+( S2,/ S7$B,/,=(' $S ',S785B$1C(
B(<21' 7+( 7W2 $C5(S C217,18(S 0$SS C/($5,1*S $1' *5$',1* 2)
(17,5( S,7( S+28/' B( $92,'('
5(S7$B,/,=( ',S785B(' $5($S $S S221 $S 32SS,B/( $)7(5
C21S758C7,21 ,S C203/(7(' 21 S,7(S *5($7(5 7+$1 7W2 $C5(S ,1
S,=( W$,7,1* 817,/ $// ',S785B(' $5($S $5( 5($'< )25 S((',1* ,S
81$CC(37$B/( )2857((1 '$<S S+$// B( 7+( 0$;,080 (;32S85(
3(5,2' 0$,17(1$1C( 08S7 B( 3(5)250(' $S 1(C(SS$5< 72 (1S85(
C217,18(' S7$B,/,=$7,21 (;C(37 $S 127(' B(/2W $// S,7(S S+$// B(
S(('(' $1' S7$B,/,=(' W,7+ (52S,21 C21752/ 0$7(5,$/S S8C+ $S
S75$W 08/C+ -87( 0(S+ 25 (;C(/S,25 ,1C/8',1* $5($S W+(5(
C21S758C7,21 +$S B((1 S8S3(1'(' 25 S(C7,21S C203/(7('
$ )25 $C7,9( C21S758C7,21 $5($S S8C+ $S B2552W 25
S72C.3,/( $5($S 52$'W$< ,03529(0(17S $1' $5($S W,7+,1 )7
2) $ B8,/',1* 81'(5 C21S758C7,21 $ 3(5,0(7(5 S(',0(17 C21752/
S<S7(0 C21S,S7,1* )25 (;$03/( S,/7 )(1C,1* S+$// B( ,1S7$//('
$1' 0$,17$,1(' 72 C217$,1 S2,/ (;32S(' ',S785B(' $5($S
$'-$C(17 72 $ C219(<$1C( 7+$7 3529,'(S 5$3,' 2))-S,7( ',SC+$5*(
2) S(',0(17 S8C+ $S $ C87 S/23( $7 $1 (175$1C( S+$// B(
C29(5(' W,7+ 3/$S7,C 25 *(27(;7,/( )$B5,C 72 35(9(17 S2,/ /2SS
817,/ ,7 C$1 B( S7$B,/,=(' S7$B,/,=(' C21S758C7,21 (175$1C(S W,//
B( 0$,17$,1(' 72 C21752/ 9(+,C/( 75$C.,1* 0$7(5,$/ 2))-S,7(
B 21 7+( C87 S,'( 2) 52$'S ',7C+(S S+$// B( S7$B,/,=('
,00(',$7(/< W,7+ 52C. 5,3-5$3 25 27+(5 121-(52',B/( /,1(5S (*
52//(' (52S,21 352'8C7S 25 W+(5( $335235,$7( 9(*(7$7,9(
0($S85(S S8C+ $S S2'
C 3(50$1(17 S((',1* S+28/' 237,0$//< B( 81'(57$.(1 ,1 7+(
S35,1* )520 0$5C+ 7+528*+ 0$< $1' ,1 /$7( S800(5 $1' ($5/<
)$// )520 S(37(0B(5 72 2C72B(5 '85,1* 7+( 3($. S800(5
0217+S $1' ,1 7+( )$// $)7(5 2C72B(5 W+(1 S((',1* ,S )281'
72 B( ,035$C7,C$B/( $1 $335235,$7( 7(0325$5< 08/C+ S+$// B(
$33/,(' 3(50$1(17 S((',1* 0$< B( 81'(57$.(1 '85,1* 7+( S800(5
,) 3/$1S 3529,'( )25 $'(Q8$7( W$7(5,1* 7(0325$5< S((',1* W,7+
5<( C$1 B( 87,/,=(' 7+528*+ 129(0B(5
' $// S/23(S S7((3(5 7+$1 + 9 25 $S W(// $S
3(5,0(7(5 ',.(S S(',0(17 B$S,1S $1' 75$3S $1' (0B$1.0(17S
S+$// 8321 C203/(7,21 B( ,00(',$7(/< S7$B,/,=(' W,7+ S2' S(('
$1' $1C+25(' S75$W 08/C+ 25 27+(5 $33529(' S7$B,/,=$7,21
0($S85(S $5($S 287S,'( 2) 7+( 3(5,0(7(5 S(',0(17 C21752/
S<S7(0 S+$// 127 B( ',S785B(' 0$,17(1$1C( S+$// B( 3(5)250('
$S 1(C(SS$5< 72 (1S85( C217,18(' S7$B,/,=$7,21
( 7(0325$5< S(',0(17 75$33,1* '(9,C(S S+$// 127 B(
5(029(' 817,/ 3(50$1(17 S7$B,/,=$7,21 ,S (S7$B/,S+(' ,1 $//
C217,5B8725< '5$,1$*( $5($S S,0,/$5/< S7$B,/,=$7,21 S+$// B(
(S7$B/,S+(' 35,25 72 C219(57,1* S(',0(17 75$3SB$S,1S ,172
3(50$1(17 32S7-C21S758C7,21 S7250W$7(5 0$1$*(0(17
35$C7,C(S
,) 7(0325$5< W25. 52$'S 25 +$8/ 52$'S C52SS S75($0
C+$11(/S $'(Q8$7( W$7(5W$< 23(1,1*S S+$// B( C21S758C7('
8S,1* S3$1S C8/9(57S W$S+(' 52C. B$C.),// 25 27+(5
$CC(37$B/( C/($1 0(7+2'S 7+$7 W,// (1S85( 7+$7 52$'
C21S758C7,21 $1' 7+(,5 8S( '2 127 5(S8/7 ,1 785B,',7< $1'
S(',0(17 '2W1S75($0 $// C52SS,1* $C7,9,7,(S $1' $33857(1$1C(S
21 S75($0S 5(*8/$7(' B< $57,C/( 2) 7+( (19,5210(17$/
C21S(59$7,21 /$W S+$// B( ,1 C203/,$1C( W,7+ $ 3(50,7 ,SS8('
385S8$17 72 $57,C/( 2) 7+( (C/
0$.( S85( 7+$7 $// C2175$C725S $1' S8B-C2175$C725S
81'(5S7$1' 7+( (SC 3/$1 $1' S,*1 7+( C(57,),C$7,21 S7$7(0(17
5(Q8,5(' B< 1<S'(C *3
'(S,*1$7( 5(S321S,B/,7< )25 7+( (SC 3/$1 72 21( ,1',9,'8$/
7+,S 3(5S21 S+$// B( 1$0(' ,1 7+( 127,C( 2) ,17(17
$1 (SC 3/$1 ,1S3(C7,21 352*5$0 0((7,1* 7+( 5(Q8,5(0(17S 2)
7+( 1<S'(C *3 ,S 1(C(SS$5< 72 '(7(50,1( W+(1 (SC 0($S85(S 1(('
0$,17(1$1C( 25 5(3$,5 3$< 3$57,C8/$5 $77(17,21 72 ,1S3(C7,21S
5(Q8,5(' $)7(5 5$,1)$// 7+( ,1S3(C7,21 352*5$0 S+$// $/S2 S7$7(
7+( C203/(7,21 2) ,'(17,),(' 5(3$,5 $1' 0$,17(1$1C( ,7(0S
,) C21S758C7,21 $C7,9,7,(S C217,18( '85,1* W,17(5 $CC(SS
32,17S S+28/' B( (1/$5*(' $1' S7$B,/,=(' 72 3529,'( )25 S12W
S72C.3,/,1* ,1 $'',7,21 S12W 0$1$*(0(17 3/$1 S+28/' B(
35(3$5(' W,7+ $'(Q8$7( S725$*( $1' C21752/ 2) 0(/7W$7(5 $
0,1,080 )227 B8))(5 S+$// B( 0$,17$,1(' )520 3(5,0(7(5
C21752/S S8C+ $S S,/7 )(1C,1* .((3 '5$,1$*( S758C785(S 23(1
$1' )5(( 2) S12W $1' ,C( '$0S ,1S3(C7,21 $1' 0$,17(1$1C( $5(
1(C(SS$5< 72 (1S85( 7+( )81C7,21 2) 7+(S( 35$C7,C(S '85,1*
5812)) (9(17S
EXCERPTS FROM NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL
NOVEMBER 2016
*(1(5$/ 127(S
1<S S7$1'$5'S $1' S3(C,),C$7,21S )25 (52S,21
$1' S('0,0(17 C21752/ 129(0B(5
/$1' *5$',1*
S3(C,),C$7,21S
723 S2,/,1*
S3(C,),C$7,21S
35(S(59( (;,S7,1* 723S2,/ ,1 3/$C( W+(5( 32SS,B/( 7+(5(B<
5('8C,1* 7+( 1((' )25 $''(' 723S2,/
$S 1(('(' ,1S7$// (52S,21 C21752/ 35$C7,C(S S8C+ $S
',9(5S,21S C+$11(/S S(',0(17 75$3S $1' S7$B,/,=,1* 0($S85(S
25 0$,17$,1 ,) $/5($'< ,1S7$//('
C203/(7( 528*+ *5$',1* $1' ),1$/ *5$'( $//2W,1* )25 '(37+
2) 723S2,/ 72 B( $''('
SC$5,)< $// C203$C7 S/2W/< 3(50($B/( 0(',80 $1' ),1(
7(;785(' S8BS2,/ $5($S SC$5,)< $7 $3352;,0$7(/< 5,*+7 $1*/(S 72
7+( S/23( ',5(C7,21 ,1 S2,/ $5($S 7+$7 $5( S7((3(5 7+$1 $5($S
7+$7 +$9( B((1 29(5/< C203$C7(' S+$// B( '(C203$C7(' 72 $
0,1,080 '(37+ 2) -,1C+(S W,7+ $ '((3 5,33(5 25 C+,S(/ 3/2W
35,25 72 723S2,/,1*
5(029( 5()8S( W22'< 3/$17 3$57S S721(S 29(5 -,1C+(S ,1
',$0(7(5 $1' 27+(5 /,77(5
723S2,/ S+$// +$9( $7 /($S7 B< W(,*+7 2) ),1( 7(;785('
S7$B/( 25*$1,C 0$7(5,$/ $1' 12 *5($7(5 7+$1 08C. S2,/
S+$// 127 B( C21S,'(5(' 723S2,/
723S2,/ S+$// +$9( 127 /(SS 7+$1 ),1( 7(;785(' 0$7(5,$/
3$SS,1* 7+( 12 S,(9( $1' 127 025( 7+$1 C/$<
723S2,/ 75($7(' W,7+ S2,/ S7(5,/$17S 25 +(5B,C,'(S S+$// B( S2
,'(17,),(' 72 7+( 385C+$S(5
723S2,/ S+$// B( 5(/$7,9(/< )5(( 2) S721(S 29(5 -,1C+(S ,1
',$0(7(5 75$S+ 12;,28S W(('S S8C+ $S 187 S('*( $1'
Q8$C.*5$SS $1' W,// +$9( /(SS 7+$1 *5$9(/
723S2,/ C217$,1,1* S2/8B/( S$/7S *5($7(5 7+$1 3$57S 3(5
0,//,21 S+$// 127 B( 8S('
723S2,/ S+$// B( ',S75,B87(' 72 $ 81,)250 '(37+ 29(5 7+(
$5($ ,7 S+$// 127 B( 3/$C(' W+(1 ,7 ,S 3$57,$//< )52=(1 08''< 25
21 )52=(1 S/23(S 25 29(5 ,C( S12W 25 S7$1',1* W$7(5 38''/(S
723S2,/ 3/$C(' $1' *5$'(' 21 S/23(S S7((3(5 7+$1 S+$//
B( 352037/< )(57,/,=(' S(('(' 08/C+(' $1' S7$B,/,=(' B<
75$C.,1* W,7+ S8,7$B/( (Q8,30(17
S(C7,21 9,(W
0,5$), ; S7$B,/,1.$ 71 25 $33529(' (Q8,9$/(17
W29(1 W,5( )(1C( 72 B( )$S7(1(' S(C85(/< 72 )(1C( 32S7S W,7+ W,5( 7,(S
25 S7$3/(S 32S7S S+$// B( S7((/ (,7+(5 7 25 8 7<3( 25 +$5'W22'
/$33(' B< S,; ,1C+(S $1' )2/'(' ),/7(5 C/27+ S+$// B( (,7+(5 ),/7(5 ;
W+(1 7W2 S(C7,21S 2) ),/7(5 C/27+ $'-2,1 ($C+ 27+(5 7+(< S+$// B( 29(5-
),/7(5 C/27+ 72 B( 72 B( )$S7(1(' S(C85(/< 72 W29(1 W,5(
)(1C( S+$// B( W29(1 W,5( *$8*( 0$;,080 0(S+ 23(1,1*
)(1C( W,7+ 7,(S S3$C(' (9(5< $7 723 $1' 0,' S(C7,21
35()$B5,C$7(' 81,7S S+$// B( *(2)$B (19,52)(1C( 25 $33529(' (Q8,9$/(17
0$,17(1$1C( S+$// B( 3(5)250(' $S 1(('(' $1' 0$7(5,$/ 5(029(' W+(1
0$; C 72 C
W29(1 W,5( )(1C(
0,1 *$8*(
W 0$; 0(S+
S3$C,1*
C21S758C7,21 S3(C,),C$7,21S
B8/*(S '(9(/23 ,1 7+( S,/7 )(1C(
W29(1 W,5( )(1C( 0,1
*$8*( W 0$; 0(S+ S3$C,1*
W,7+ ),/7(5 C/27+
)/2
W
3(5S3(C7,9( 9,(W
C203$C7(' S2,/
0,1 )(1C( 32S7
(0B(' ),/7(5 C/27+
$ 0,1 2) ,1 *5281'
)/2
W
)/2W
S,/7 )(1C(
81',S785B(' *5281'
+(,*+7 2) ),/7(5
0,1
0,1 /(1*7+ )(1C(
32S7S '5,9(1 0,1
,172 *5281'
0,1
0,1
0,1
S<0B2/
352),/(
127 72 SC$/(
S$0( (/(9$7,21
S721( W,// B( 3/$C(' 21 $ ),/7(5 )$B5,C )281'$7,21 72 7+( /,1(S
S(7 S3$C,1* 2) C+(C. '$0S 72 $SS80( 7+$7 7+( (/(9$7,21S 2) 7+( C5(S7
2) 7+( '2W1S75($0 '$0 ,S $7 7+( S$0( (/(9$7,21 2) 7+( 72( 2) 7+(
(;7(1' 7+( S721( $ 0,1,080 2) )((7 B(<21' 7+( ',7C+ B$1.S 72
3527(C7 7+( C+$11(/ '2W1S75($0 2) 7+( /2W(S7 C+(C. '$0 )520 SC285
$1' (52S,21 W,7+ S721( 25 /,1(5 $S $335235,$7(
(1S85( 7+$7 C+$11(/ $33857(1$1C(S S8C+ $S C8/9(57 (175$1C(S B(/2W
C+(C. '$0S $5( 127 S8B-(C7 72 '$0$*( 25 B/2C.$*( )520 ',S3/$C(' S721(
C21S758C7,21 S3(C,),C$7,21S
0,1
S(C7,21 $-$
127 72 SC$/(
*5$'(S $1' /2C$7,21S S+2W1 ,1 7+( 3/$1
35(9(17 C877,1* $5281' 7+( '$0
0$;,080 '5$,1$*( $5($ $C5(S
C872)) 75(1C+
W,'(
'((3
83S75($0 '$0
),/7(5
)$B5,C
MIN.
),/7(5 )$B5,C
C872)) 75(1C+
'(S,*1 B27720
S3$C,1* 9$5,(S
'(3(1',1* 21
C+$11(/ S/23(
B
72(
B
S/23(
;
0$;
# C(17(5
C+(C. '$0 S<0B2/
S/23( )7)7
+ )t
S(C7,21 B-B
127 72 SC$/(
;
+
$
$
0$;
# C(17(5
C5(S7
S<0B2/
C21S758C7,21 S3(C,),C$7,21S
*5$SS('9(*(7$7('
SW$/(*
3/$1 9,(W
127 72 SC$/(
1((' 127 B( C203$C7('
32S,7,9( '5$,1$*(
0,1
(;,S7,1*
*5281'
0,1
0,1
S8)),C,(17 *5$'( 72 '5$,1
C52SS S(C7,21
127 72 SC$/(
0,1
)/2W
S/
2
3
(
S(',0(17 (52S,21 C21752/ 0($S85(S
7<3,C$/
17S
',9
(
5
S
,
2
1
',9
(
5
S
,
2
1
S,/
7
)
(
1
C
(
S,/
7
)
(
1
C
(
D
D
D
D
S7
2
C
.
3
,
/
(
25
8
7
,
/
,
7
<
(;
C
$
9
$
7
,
2
1
S7
$
B
,
/
,
=
(
'
C2
1
S
7
5
8
C
7
,
2
1
(1
7
5
$
1
C
(
*5$SS('9(*(7$7(' SW$/(
'5$,1$*( $5($ S+$// B( /(SS 7+$1 $C5(S
+(,*+7 S+$// B( 12 /(SS 7+$1 -,1C+(S )520 B27720 2) SW$/(
72 723 2) ',.( (9(1/< ',9,'(' B(7W((1 ',.( +(,*+7 $1' SW$/(
'(37+
B27720 W,'7+ 2) ',.( S+$// B( 12 /(SS 7+$1 -)((7
W,'7+ 2) SW$/( S+$// B( 12 /(SS 7+$1 -)((7
SW$/( S+$// +$9( 32S,7,9( '5$,1$*( 72 $1 $'(Q8$7(/< S7$B,/,=('
287/(7 72 $1 81',S785B(' $5($ 0$;,080 $//2W$B/( *5$'( 127
72 (;C(('
7+( ',S785B(' $5($ 2) 7+( ',.( $1' SW$/( S+$// B( S7$B,/,=('
W,7+,1 '$<S 2) ,1S7$//$7,21 ,1 $CC25'$1C( W,7+ 7+( S7$1'$5'
S3(C,),C$7,21S )25 7(0325$5< SW$/(S
',9(57(' 5812)) )520 $ ',S785B(' 25 (;32S(' 83/$1' $5($
S+$// B( C219(<(' 72 $ S(',0(17 75$33,1* '(9,C( S8C+ $S $
75$3 B$S,1 25 72 $1 $5($ 3527(C7(' B< $1< 2) 7+(S( 35$C7,C(S
3(5,2',C ,1S3(C7,21 $1' 5(Q8,5(' 0$,17(1$1C( 08S7 B( 3529,'('
$)7(5 ($C+ 5$,1 (9(17
0$7(5,$/
S72C.3,/,1*
7(0325$5< C+(C. '$0S
5(029( $)7(5 *(50,1$7,21
S(( S,7( 3/$1
S<0B2/
C21S758C7,21 S3(C,),C$7,21S
',9(5S,21 SW$/(
S(C7,21 $S 5(Q8,5(' 72 0((7 7+( C5,7(5,$ S3(C,),(' +(5(,1 $1' B( )5(( 2)
S+$// B( 5(029(' $1' ',S32S(' 2) S2 $S 127 72 ,17(5)(5( W,7+ 7+(
7+( ',9(5S,21 S+$// B( (;C$9$7(' 25 S+$3(' 72 /,1( *5$'( $1' C52SS
$// 75((S B58S+ S7803S 2BS758C7,21S $1' 27+(5 2B-(C7,21$B/( 0$7(5,$/
$ )25 '(S,*1 9(/2C,7,(S 2) /(SS 7+$1 )7 3(5 S(C S((',1* $1'
S7$B,/,=$7,21 S+$// B( '21( $CC25',1* 72 7+( $335235,$7( S7$1'$5'
',S32S(' 2) S2 7+$7 ,7 W,// 127 ,17(5)(5( W,7+ 7+( )81C7,21,1* 2) 7+(
$// ($57+ 5(029(' $1' 127 1(('(' ,1 C21S758C7,21 S+$// B( S35($' 25
),//S S+$// B( C203$C7(' $S 1(('(' 72 35(9(17 81(Q8$/ S(77/(0(17 7+$7
B$1. 352-(C7,21S 25 27+(5 ,55(*8/$5,7,(S W+,C+ W,// ,03('( 1250$/ )/2W
',9(5S,21 2) 7+( W$7(5 817,/ 7+( 9(*(7$7,21 ,S (S7$B/,S+('
(;C(/S,25 0$77,1* 25 W,7+ S((',1* $1' 08/C+,1* ,1C/8',1* 7(0325$5<
S+$// B( S7$B,/,=(' W,7+ S2' W,7+ S((',1* 3527(C7(' B< -87( 25
(17(5,1* 7+( ',9(5S,21 '85,1* 7+( (S7$B/,S+0(17 2) 7+( 9(*(7$7,21
',9(5S,21S 25 27+(5 0($1S S+28/' B( 8S(' 72 35(9(17 W$7(5 )520
,7 ,S 5(C200(1'(' 7+$7 W+(1 C21',7,21S 3(50,7 7(0325$5<
08/C+,1* 0$< B( 8S(' )25 7+( (S7$B/,S+0(17 2) 7+( 9(*(7$7,21
3523(5 )81C7,21,1* 2) 7+( ',9(5S,21
',9(5S,21
B )25 '(S,*1 9(/2C,7,(S 2) 025( 7+$1 )7 3(5 S(C 7+( ',9(5S,21
$1' S3(C,),C$7,21S )25 9(*(7$7,9( 35$C7,C(S
W28/' C$8S( '$0$*( ,1 7+( C203/(7( ',9(5S,21
'
3$5$B2/,C C52SS-S(C7,21
TRAPEZOIDAL CROSS-SECTION
=
W,'7+
=
'
E
0,1
)5((B2$5'
7
7
''
)5((B2$5'
0,1
W,'7+
)25 5(S,'(17,$/ C21S758C7,21 21( S3(C,),C $5($ 21 ($C+ /27
S+$// B( '(S,*1$7(' )25 7(0325$5< S72C.3,/,1* 2) 723S2,/ $1'
$// 27+(5 C21S758C7,21 0$7(5,$/S C217$,1,1* ),1(S 7+$7 C$1 B(
029(' B< 5812)) 7+,S $5($ S+$// B( $S S0$// $S 35$C7,C$B/(
S72C. 3,/(S W,// +$9( '2W1 +,// S,'( 3(5,0(7(5 S,/7 )(1C,1*
3527(C7,21 5()(5(1C( S,/7 )(1C( '(7$,/S 7+(S( 3/$1S
S72C. 3,/(S W,// B( S(('(' $1' 08/C+(' ,) $17,C3$7(' 72 B( /()7
,1 3/$C( -'$<S 25 025( 5()(5(1C( '(7$,/ S+((7 127(S $1'
S3(C,),C$7,21S 7+,S 3/$17 S(7 $1' S7250W$7(5 32//87,21
35(9(17,21 3/$1 SW333 $CC203$1<,1* 7+,S 3/$1 S(7
S,/7 )(1C( $1' 27+(5 7(0325$5< C21752/ 0($S85(S S+$// B( ,1
3/$C( B()25( S72C.3,/,1* 2) 0$7(5,$/S
C21S758C7,21
SC(
S<0B2/
(;,S7,1* 3$9(0(17
S7$B,/,=('
(175$1C(
237,21$B/(
02817$B/( B(50
0
,
1
*5281'
(;,S7,1*
0,1),/7(5 C/27+
0,1
0,1
0,1
3$9(0(17
(;,S7,1*
0
,
1
0
,
1
C21S758C7,21 S3(C,),C$7,21S
B( S8B-(C7 72 7+( $33529$/ 2) 7+( $335235,$7( $87+25,7,(S
7(0325$5< C21S758C7,21 (175$1C(S (;,7S $1' 7(0325$5< $CC(SS S+$//
3(5,2',C ,1S3(C7,21 $1' 1(('(' 0$,17(1$1C( S+$// B( 3529,'(' $)7(5
W,7+ S721( $1' W+,C+ '5$,1S ,172 $1 $33529(' S(',0(17 75$33,1*S
W+(1 W$S+,1* ,S 5(Q8,5(' ,7 S+$// B( '21( 21 $1 $5($ S7$B,/,=('
2172 38B/,C 5,*+7S-2)-W$< 08S7 B( 5(029(' ,00(',$7(/<
5,*+7S-2)-W$< $// S(',0(17 S3,//(' '5233(' W$S+(' 25 75$C7('
W+,C+ W,// 35(9(17 75$C.,1* 25 )/2W,1* 2) S(',0(17 2172 38B/,C
0$,17(1$1C( - 7+( (175$1C( S+$// B( 0$,17$,1(' ,1 $ C21',7,21
3,3,1* ,S ,035$C7,C$/ $ 02817$B/( B(50 W,7+ S/23(S W,// B(
C21S758C7,21 (175$1C(S S+$// B( 3,3(' $C52SS 7+( (175$1C( ,)
S85)$C( W$7(5 - $// S85)$C( W$7(5 )/2W,1* 25 ',9(57(' 72W$5'
),/7(5 C/27+ - W,// B( 3/$C(' 29(5 7+( (17,5( $5($ 35,25 72 3/$C,1*
$7 32,17S W+(5( ,1*5(SS 25 (*5(SS 2CC85S 7W(17<-)285 )227
W,'7+ - 7W(/9( )227 0,1 B87 127 /(SS 7+$1 7+( )8// W,'7+
7+,C.1(SS - 127 /(SS 7+$1 S,; ,1C+(S
/27 W+(5( $ )227 0,1 /(1*7+ W28/' $33/<
/(1*7+ - 127 /(SS 7+$1 )((7 (;C(37 21 $ S,1*/( 5(S,'(1C(
S721( S,=( - 8S( S721( 25 5(C/$,0(' 25 5(C<C/(' C21C5(7(
,) S,1*/( (175$1C( 72 S,7(
(Q8,9$/(17
($C+ 5$,1
'(9,C(
3(50,77('
2) S721(
7+( W$S+287 )$C,/,7< S+28/' B( S,=(' 72 C217$,1 S2/,'S W$S+W$7(5 $1' 5$,1)$//
W$S+W$7(5 S+$// B( (S7,0$7(' $7 *$//21S 3(5 C+87( $1' *$//21S 3(5 +233(5
2) C21C5(7( 3803 758C. $1'25 ',SC+$5*,1* '580
7+( 0,1,080 S,=( S+$// B(
;
$7 7+( B27720 $1'
'((3 ,) (;C$9$7(' 7+( S,'(
/2C$7( 7+( )$C,/,7< $ 0,1,080 2)
)520 '5$,1$*( SW$/(S S7250 '5$,1 ,1/(7S
W(7$/$1'S S75($0S $1' 27+(5 S85)$C( W$7(5S 35(9(17 S85)$C( W$7(5 )520 (17(5,1* 7+(
C21S758C7,21 S3(C,),C$7,21S
$1' S,=(' 72 $//2W )25 7+( (9$325$7,21 2) 7+( W$S+W$7(5 $1' 5$,1)$//
S/23(S S+$// B1( +25,=217$/ 9(57,C$/
C21C5(7( W$S+287
S758C785( (;C(37 )25 7+( $CC(SS 52$'
3529,'( $335235,$7( $CC(SS W,7+ $ *5$9(/ $CC(SS 52$' S/23(' '2W1 72 S758C785(
S,*1S S+$// B( 3/$C(' 72 ',5(C7 '5,9(5S 72 7+( )$C,/,7< $)7(5 7+(,5 /2$' ,S ',SC+$5*('
,1S3(C7 $// )$C,/,7,(S '$,/< 5(3$,5 $// '$0$*(' 25 /($.,1* W$S+287 S7$7,21S ,00(',$7(/<
7+( /,1(5 S+$// B( 3/$S7,C S+((7,1* W,7+ $ 0,1 7+,C.1(SS 2) 0,/S W,7+ 12 +2/(S 25 7($5S
$1C+25 7+( /,1(5 72 7+( 723 2) 7+( 3,7 W,7+ $1 ($57+(1 B(50 S$1' B$*S S721( (7C
0$,17(1$1C(
3803 287 $1< $CC808/$7(' 5$,1W$7(5 29(5 +$5'(1(' C21C5(7(
$CC808/$7(' +$5'(1(' 0$7(5,$/ S+$// B( 5(029(' W+(1 2) 7+( S725$*( C$3$C,7< 2)
7+( S758C785( ,S ),//('
',S32S( 2) +$5'(1(' 0$7(5,$/ 2))-S,7( ,1 $ C' /$1'),// 21-S,7( ',S32S$/ ,S $CC(37$B/(
,) ,7 +$S B((1 $33259(' $1' $CC(37(' $S 3$57 2) 7+( SW333
5(3/$C( 7+( 3/$S7,C /,1(5 W,7+ ($C+ C/($1,1* 2) W$S+287 )$C,/,7<
,1S3(C7 7+( 352-(C7 S,7( )5(Q8(17/< 72 (1S85( 7+$7 12 C21C5(7( ',SC+$5*(S $5( 7$.,1*
3/$C( ,1 121-'(S,*1$7(' $5($S
'(S,*1 C5,7(5,$
Cross-Section Water Quality Bio-Swale
0,5$), 1
*(27(;7,/(
W$S+(' S721(
S2,/ 0(',80
3/$17,1* 7(03 321',1* $5($
'5
$
,
1
$
*
(
/
$
<
(
5
32
5
2
S
,
7
<
- 08/C+ /$<(5
W$7(5 Q8$/,7< B,2-SW$/( 81'(5'5$,1 /$<(5S
-
32
1
'
,
1
*
'
(
3
7
+
5iS 5aS Weir
5iS 5aS Weir - Stone
/onJ [
WiGe
-
-
(/
(/
(/
(/
7oS oI BerP (/
(/
S3(C,),C$7,21S )25 ),/75$7,21 /$<(5
3lantinJ Soil
7Ke soil sKall Ee a uniIorP Pi[ Iree oI stones stuPSs roots or otKer
siPilar oEMects larJer tKan two incKes 1o otKer Paterials or suEstances
sKall Ee Pi[eG or GuPSeG witKin tKe Eioretention area tKat Pay Ee
KarPIul to Slant JrowtK or SroYe a KinGrance to tKe SlantinJ or
Paintenance oSerations 7Ke SlantinJ soil sKall Ee Iree oI no[ious
weeGs
3lantinJ soil sKall Ee oI a sanGy loaP consistency containinJ
aSSro[iPately concrete sanG toS soil anG orJanics
CoPSaction
0iniPi]e coPSaction oI EotK tKe Ease oI tKe Eioretention area anG tKe
reTuireG EacNIill 3lace soil in liIts or Jreat 'o not use KeaYy
eTuiSPent witKin tKe Eioretention area Easin
3(5) '5$,1 3,3(
Site Water Quality 9oluPe Si]inJ
WQY > 3 5Y $ @
µ$C
$C $C-,1 or -C)
5Y , ¬
, ,PSerYious CoYer 3ercent -
0iniPuP 5Y
$ site area in acres $C
3ractice Iloor surIace area -S) 7Kis SroYiGes
-C) oI WQY treatPent or rouJKly
S.G.
N.T.S.
S-4
22-166
WA
T
E
R
Q
U
A
L
I
T
Y
S
W
A
L
E
DE
T
A
I
L
S
VI
L
L
A
G
E
O
F
C
A
Y
U
G
A
H
E
I
G
H
T
S
,
I
T
H
A
C
A
,
N
E
W
Y
O
R
K
ST
A
R
L
A
N
D
B
U
I
L
D
E
R
S
21
1
N
.
S
u
n
s
e
t
P
a
r
k
Feb 14, 2023
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
N.
S
u
n
s
e
t
D
r
i
v
e
-2'
MH
MH
628 630 632
640
642
644 646 648 650
652 654
6
5
6
660 662658
634
638
664
672
666 668 670
30% SLOPE
DRAIN
A
G
E
-
N
O
T
A
N
IDEN
T
I
F
I
E
D
S
T
R
E
A
M
646P
60
0
C
A
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
6
0
4
C
A
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
GREATER T
H
A
N
2
5
%
S
L
O
P
E
G
R
E
A
T
E
R
T
H
A
N
2
5
%
S
L
O
P
E
L
E
S
S
T
H
A
N
2
5
%
S
L
O
P
E
6
4
0
-1'
-1'
+1'
-1.5'
+1'
-2'
-1'
-2'
-2'
636
40%
S
L
O
P
E
25' AT 8%
SLOPE
648
P
6
5
2
P
65
0
6
5
0
6
4
0
65
0
P
64
0
P
6
6
0
6
6
0
644
P
642
P
Fisher, GeoFFrey & Katie
1.-3-11.2
211 North suNset Drive
63
7
Existing Subcatchment
26,333-SF (0.60-AC)
S
S
S
638
636
634
-2'
632
MH
MH
628 630 632
640
642
644 646 648 650
652 654
6
5
6
660 662658
634
638
664
666
CULVERT
30% SLOPE
DRAIN
A
G
E
-
N
O
T
A
N
IDEN
T
I
F
I
E
D
S
T
R
E
A
M
646P
60
0
C
A
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
6
0
4
C
A
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
GREATER T
H
A
N
2
5
%
S
L
O
P
E
G
R
E
A
T
E
R
T
H
A
N
2
5
%
S
L
O
P
E
L
E
S
S
T
H
A
N
2
5
%
S
L
O
P
E
S
E
T
B
A
C
K
6
4
0
-1'
-1'
+1'
-1.5'
+1'
-2'
-1'
-2'
-2'
636
40%
S
L
O
P
E
25' AT 8%
SLOPE
648
P
6
5
2
P
65
0
6
5
0
65
0
P
64
0
P
6
6
0
6
6
0
644
P
642
P
Fisher, GeoFFrey & Katie
1.-3-11.2
211 North suNset Drive
Proposed
Subcatchment
Existing
Subcatchment
Site Runoff Rates and Volumes
Existing
1 Yr (2.00")0.13 cfs 0.010 af
10 Yr (3.42")0.79 cfs 0.043 af
Proposed
1 Yr (2.00")0.23 cfs 0.018 af
10 Yr (3.42")0.51 cfs 0.061 af
S
S
S
S
S
SMH
W
W
W
W
Proposed
15"
CpEp
Culvert
6
4
0
6
3
8
6
4
2
64
2
S S S S S
S
S
S
S
S
S
64
0
6
4
6
6
4
8
6
5
0
6
5
2
64
4
.
5
0
'
64
4
6
4
6
6
4
8
6
5
0
6
5
2
6
5
4
6
4
4
Proposed Subcatchment
26,333-SF (0.60-AC)
6
3
6
6
3
5
6
3
6
S.G.
1" = 20'
S-5
22-166
HY
D
R
A
U
L
I
C
A
N
D
H
Y
D
R
O
L
O
G
I
C
AN
A
L
Y
S
I
S
W
O
R
K
S
H
E
E
T
VI
L
L
A
G
E
O
F
C
A
Y
U
G
A
H
E
I
G
H
T
S
,
I
T
H
A
C
A
,
N
E
W
Y
O
R
K
ST
A
R
L
A
N
D
B
U
I
L
D
E
R
S
21
1
N
.
S
u
n
s
e
t
P
a
r
k
Feb 14, 2023
Sheet: 1
File: ..\Contouring\TaxmapLetter.pdf
Missing or invalid reference
Existing 6' Private Sanitary Easem
e
n
t
N. Suns
e
t
D
r
i
v
e
Cayug
a
H
e
i
g
h
t
s
R
o
a
d
0.52097°644642 654
644 646
638
648650 652 656 658646660 662 672666670668674
636634
-2'
632 MH
·······
MH
··········
628
···
630632 640 642 644646 648 650652 654 656660 662658634638
664 672666668 670
CULVERT
30% SLOPE
DRAINAGE - NOT ANIDENTIFIED STREAM
646P
600 CAY
U
G
A
H
E
I
G
H
T
S
R
O
A
D
604 CA
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
GREATER
T
H
A
N
2
5
%
S
L
O
P
E
GREATER
T
H
A
N
2
5
%
S
L
O
P
E
LESS TH
A
N
2
5
%
S
L
O
P
E
SETBACK15'
640
640
664
-1'
+2' (-2')
-1'+1'-1.5'+1'-2'-1'-2'-2'
636
40% SLOPE
40% SLOPE
25' AT 8%SLOPE
648P 652P
650
650
640
650P
640P 660
660
644P642P
Fisher, GeoFFrey & Katie1.-3-11.2211 North suNset Drive
Silt Fence
Stabilized ConstructionEntrance
Cross-Section Water Quality Bio-Swale
0,5$), 1*(27(;7,/( W$S+(' S721(
S2,/ 0(',80
3/$17,1* 7(03 321',1* $5($
'5$,1$*( /
$
<
(
5
3252S,7<
- 08/C+ /$<(5
W$7(5 Q8$/,7< B,2-SW$/( 81'(5'5$,1 /$<(5S
-321',1* '(37+
5iS 5aS Weir
5iS 5aS Weir - Stone
/onJ [
WiGe
-
-
(/
(/
(/
(/
7oS oI BerP (/
(/
S3(C,),C$7,21S )25 ),/75$7,21 /$<(53lantinJ Soil7Ke soil sKall Ee a uniIorP Pi[ Iree oI stones stuPSs roots or otKersiPilar oEMects larJer tKan two incKes 1o otKer Paterials or suEstancessKall Ee Pi[eG or GuPSeG witKin tKe Eioretention area tKat Pay EeKarPIul to Slant JrowtK or SroYe a KinGrance to tKe SlantinJ orPaintenance oSerations 7Ke SlantinJ soil sKall Ee Iree oI no[iousweeGs3lantinJ soil sKall Ee oI a sanGy loaP consistency containinJaSSro[iPately concrete sanG toS soil anG orJanicsCoPSaction0iniPi]e coPSaction oI EotK tKe Ease oI tKe Eioretention area anG tKereTuireG EacNIill 3lace soil in liIts or Jreat 'o not use KeaYyeTuiSPent witKin tKe Eioretention area Easin
N. Suns
e
t
D
r
i
v
e
0.52097°644642 654644 646
638
648650 652 656 658646660 662 672666670668674
636634
-2'
632 MH
MH
628 630 632 640 642644 646 648 650652 654 656660 662658634638
664 672666668 670
CULVERT
30% SLOPE
DRAINAGE - NOT ANIDENTIFIED STREAM
646P
600 CAY
U
G
A
H
E
I
G
H
T
S
R
O
A
D
604 CA
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
GREATE
R
T
H
A
N
2
5
%
S
L
O
P
E
GREATER
T
H
A
N
2
5
%
S
L
O
P
E
LESS TH
A
N
2
5
%
S
L
O
P
E
SETBAC
K
15'
640
640
664
-1'-1'+1'-1.5'+1'-2'-1'-2'-2'
636
40% SLOPE
40% SLOPE
25' AT 8%SLOPE
648P 652P
650
650
640
650P
640P
660
660
644P642P
Fisher, GeoFFrey & Katie1.-3-11.2211 North suNset Drive
637
Existing Subcatchment26,333-SF (0.60-AC)
0.52097°644642 654
644 646
638
648650 652 656 658646660 662 672666670668674
636634
-2'
632 MH
MH
628 630 632 640 642644 646 648 650652 654 656660 662658
634 638
664 672666668 670
CULVERT
30% SLOPE
DRAINAGE - NOT ANIDENTIFIED STREAM
646P
600 CAY
U
G
A
H
E
I
G
H
T
S
R
O
A
D
604 CA
Y
U
G
A
H
E
I
G
H
T
S
R
O
A
D
GREATE
R
T
H
A
N
2
5
%
S
L
O
P
E
GREATE
R
T
H
A
N
2
5
%
S
L
O
P
E
LESS TH
A
N
2
5
%
S
L
O
P
E
SETBACK
15'
640
640
664
-1'
-1'+1'-1.5'+1'-2'-1'
-2'-2'
636
40% SLOPE
40% SLOPE
25' AT 8%SLOPE
648P 652P
650
650
650P
640P
660
660
644P642P
Fisher, GeoFFrey & Katie1.-3-11.2211 North suNset Drive
Proposed15"CpEpCulvert
Water Quality Bio-SwaleFloor of Practice - 205-SFDesigned for 10 Yr Storm
3(5) '5$,1 3,3(
Daylightdrain to631.25+/-
ProposedSubcatchmentExistingSubcatchmentSite Runoff Rates and VolumesExisting1 Yr (2.00")0.13 cfs 0.010 af10 Yr (3.42")0.79 cfs 0.043 afProposed1 Yr (2.00")0.23 cfs 0.018 af10 Yr (3.42")0.51 cfs 0.061 af
Site Water Quality 9oluPe Si]inJWQY > 3 5Y $ @
µ$C
$C $C-,1 or -C)5Y , ¬, ,PSerYious CoYer 3ercent -0iniPuP 5Y $ site area in acres $C3ractice Iloor surIace area -S) 7Kis SroYiGes-C) oI WQY treatPent or rouJKly
4'L x 2'W Rip-Rap EmergencyOverflowInv. El. 635.60'
Avg. Driveway Slope 9.
0
%
640
635636636634
642
642 Relocated Sewer with 6' PrivateEasementInstall Cleanouts at Each Bend640
646648650652
644.50'644
646648
650652
Retaining Wall
654644
0.52097°
MHProposed15"CpEpCulvert 640
638
642
642640
646648650652
644.50'644
646648
650652
654644
Proposed Subcatchment26,333-SF (0.60-AC)
638636635636
Water Quality Bio-SwaleFloor of Practice - 243-SFDesigned for 10 Yr Storm
636635636