HomeMy WebLinkAboutNSF-Danby-Site-Plan-and-Wetland-Update-12-06-21ED
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x HP:1211.912
1
1
12
1
1
12101209
12101209120
8
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 200100 400
SCALE: 1"=200'
HORIZONTAL SCALE
200
Y:
\
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COVER
C 101 1
1" = 200'
SITE PLANS FOR
NORBUT SOLAR DANBY
TOWN OF DANBY, TOMPKINS COUNTY, NEW YORK
P.N. 20213129.0001
SHEET C 105SHEET C 103
SHEET C 102 SHEET C 104 SHEET C 106
SHEET C 107 SHEET C 109
SHEET C 108
DRAWING INDEX
C 101 COVER
C 102 - 110 SITE PLANS
C 201- NOTES & DETAILS
T/A 10-1-57
N/F RADIN REAL ESTATE LLC
INSTRUMENT #591007-003
T/A 10-1-56
N/F MONTGOMERY
INSTRUMENT #2018-10051
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N/F BEENERS
INSTRUMENT #450507-001
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N/F STIEFEL
INSTRUMENT #2018-07355
T/A 10-1-19.12
N/F ROE
LIBER 610 OF DEEDS, PAGE 852
T/A 10-1-23
N/F TOWN OF DANBY
LIBER 245 OF DEEDS,
PAGE 484
T/A 10-1-19.12
N/F ROE
LIBER 610 OF
DEEDS, PAGE 852
T/A 10-1-19.11
N/F BALL
INSTRUMENT # 2510-4234
T/A 10-1-19.12
N/F ROE
LIBER 610 OF DEEDS, PAGE 852
T/A 10-1-19.2
N/F ROE
LIBER 880 OF DEEDS, PAGE 25
T/A 9-1-11.22
N/F BRUCE/AUGE
LIBER 859 OF DEEDS, PAGE 67
T/A 9-1-11.42
N/F BRUCE/AUGE
LIBER 859 OF DEEDS, PAGE 67
T/A 9-1-13.22
N/F NITCHMAN
INSTRUMENT #2020-12573
T/A 9-1-13.23
N/F MASTROBERTI
INSTRUMENT
#2018-06188
T/A 10-1-57.11
N/F SHALLOWAY
INSTRUMENT #590094-001
T/A 10-1-57.32
N/F RADIN REAL ESTATE LLC
INSTRUMENT #2015-06571
T/A 10-1-21.124
N/F MONTGOMERY
INSTRUMENT #2018-10051
SHEET C 110
N0
°
0
1
'
1
3
"
E
4
7
8
.
2
6
'
N89°17'09"E 460.00'
N1
°
2
8
'
1
8
"
E
4
0
1
.
2
8
'
N89°19'46"W 1005.62'
N0
°
0
1
'
1
3
"
E
4
7
8
.
2
6
'
N89°17'09"E 460.00'
N1
°
2
8
'
1
8
"
E
4
0
1
.
2
8
'
N89°19'46"W 1005.62'
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
7' TALL WIRE FENCE WITH 6"
WOODEN POLES SET 10' O.C. SEE
DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET
10' O.C. SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
PROPOSED SOLAR
ARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SILT FENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
16'
16'
16
'
16'
16
'
23'23'
23'
23'23'15'
15'15'
50
'
75'
50
'
15
8
'
17
4
'
PROPOSED TREELINE
PROPOSED TREELINE
SFSF
SF
SF
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
(TYP.)
SF
SF
SF
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
(TYP.)
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
(TYP.)
70'
27
'
26
'
83'
14
4
'
EXISTING SLOPES >15% (TYP.)
TREES TO BE REMOVED (TYP.)
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
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2
1
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1
2
9
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9
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SITE PLAN
C 102 2
1" = 40'
DISTURBANCE AREAS
CONCRETE PAD
TOTAL SF
TOTAL AC 2.58 AC
112,243 SF
6 PADS (15.5' X 13' PAD) = 1,209 SF
NOTE:
THE SITE IS NOT WITHIN A 100-YEAR
FLOODPLAIN PER FIRM MAP
360845 B DATED 6/25/1976.
FENCELINE 14,317 LF * 1' = 14,317 SF
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
MATCH LINE C 103
MA
T
C
H
L
I
N
E
C
1
0
4
NOTE:
TOWN OF DANBY REQUIRES <25% SITE COVERAGE (DISTURBANCE AREAS + PERVIOUS ACCESS DRIVE + SOLAR ARRAYS)
112,243 SF DISTURBANCE AREAS + 1,093,306 SF SOLAR ARRAYS = 1,205,549 SF = 27.68 AC
27.68 AC / 111.59 PARCEL SIZE = (24.80%) COVERAGE
MATCH LINE C 103
96,717 SFPERVIOUS ACCESS DRIVE
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
N1
°
2
8
'
1
8
"
E
4
0
1
.
2
8
'
N2
°
0
6
'
5
5
"
E
3
5
1
.
1
5
'
N1
°
4
5
'
0
7
"
E
1
9
6
.
3
1
'
N1
°
2
8
'
1
8
"
E
4
0
1
.
2
8
'
N2
°
0
6
'
5
5
"
E
3
5
1
.
1
5
'
N1
°
4
5
'
0
7
"
E
1
9
6
.
3
1
'
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET
10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET
10' O.C. SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
SF SF SF SF SF SF SF SF SF SF SF
PROPOSED SILT FENCE
PROPOSED SILT FENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
16
'
16'
16'
23'
23'
23'
23'
15'
15'
75'
50
'
50
'
PROPOSED TREELINE
PROPOSED TREELINE
35
'
40
'
49'
68'
EXISTING SLOPES >15% (TYP.)
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
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2
1
3
1
2
9
.
0
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0
1
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1
C
A
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-
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SITE PLAN
C 103 3
1" = 40'
MATCH LINE C 102
MA
T
C
H
L
I
N
E
C
1
0
5
MATCH LINE C 102
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
N89°49'58"W 1532.08'N89°49'58"W 1532.08'
7' TALL WIRE FENCE WITH 6"
WOODEN POLES SET 10' O.C.
SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
NYSDEC APPROVED PERVIOUS ACCESS DRIVE BY
TRC ENGINEERS. SEE DETAIL ON SHEET C 201
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
SF
SF
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
23'
23'
23'
23'
23'
23'
16
15'
16
16'16'
16
'
50
'
50
'
TR
I
B
U
T
A
R
Y
B
U
F
F
E
R
50'
TRIBUTARYBU
F
F
E
R
TWO PAD MOUNTED
SWITCHBOARDS W/
XFMR & PV
EQUIPMENT (TYP.)
20
'
PROPOSED
ACCESS GATE
50
'
TR
I
B
U
T
A
R
Y
B
U
F
F
E
R
14
9
'
NYSDEC APPROVED PERVIOUS ACCESS DRIVE BY
TRC ENGINEERS. SEE DETAIL ON SHEET C 201
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
S
F
SF
S
F
S
F
S
F
SF
SF
SF
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
(TYP.)
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
(TYP.)
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
(TYP.)
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
(TYP.)
PROPOSED SILT
FENCE TO BE
INSTALLED
ALONG
CONTOUR (TYP.)
SF
SF
7' TALL WIRE FENCE WITH 6"
WOODEN POLES SET 10' O.C.
SEE DETAIL ON SHEET C 201
SF SF
S
F
S
F
20
'
20'20'
28'R
2
8
'
R
28'R
2
8
'
R
16
'
16
'
S
F
S
F
MA
T
C
H
L
I
N
E
C
1
0
6
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
V
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\
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A
N
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Y
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&
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12
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1
:
3
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P
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Au
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G
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SITE PLAN
C 104 4
1" = 40'
MATCH LINE C 105
MA
T
C
H
L
I
N
E
C
1
0
2
MATCH LINE C 105
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET
10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6"
WOODEN POLES SET 10'
O.C. SEE DETAIL ON SHEET C
201
EXISTING SLOPES >15% (TYP.)
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLAR
ARRAY LAYOUT
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFPROPOSED SILT
FENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
16'
16'
16
'
23'
23'
23'
23'
23'
23'
23'
15'
15'
50
'
50
'
PROPOSED
TREELINE
33
'
16'
16'
16
'
16'
16
'
23'15'
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
MATCH LINE C 104
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
V
I
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D
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12
/
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5
P
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SITE PLAN
C 105 5
1" = 40'
MATCH LINE C 104
MA
T
C
H
L
I
N
E
C
1
0
7
MA
T
C
H
L
I
N
E
C
1
0
3
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
N89°18'34"W 1049.08'
S3
°
0
5
'
0
8
"
W
4
1
6
.
0
0
'
N89°18'34"W 1049.08'
S3
°
0
5
'
0
8
"
W
4
1
6
.
0
0
'
SF
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET
10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET
10' O.C. SEE DETAIL ON SHEET C 201
NYSDEC APPROVED PERVIOUS ACCESS DRIVE BY
TRC ENGINEERS. SEE DETAIL ON SHEET C 201
NYSDEC APPROVED PERVIOUS ACCESS DRIVE BY
TRC ENGINEERS. SEE DETAIL ON SHEET C 201
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
SF
SF
S
F
SF
SF
PROPOSED SILT
FENCE
PROPOSED SILT
FENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
965'
16
'
16
'
23'
23'
23'
16'
16
15'
50
'
75'
50'
TRI
B
U
T
A
R
Y
B
U
F
F
E
R
50'
TRI
B
U
T
A
R
Y
B
U
F
F
E
R
50
'
TWO PAD MOUNTED SWITCHBOARDS W/ XFMR &
PV EQUIPMENT (TYP.)
20
'
20'
90
'
20
'
20
'
20'
90
'
10'
R
1
0
'
R
28'R
48'
R
28'R
2
8
'
R
28'R
48'
R
28'R
48'R
28
'
R
48
'
R
28'R
48'R
PROPOSED TREELINE
PROPOSED TREELINE
PROPOSED ACCESS
GATE
D
64"X40" END
INV=1304.35
D-1
65"X40" END
INV=1303.10
39 LF 65"X40" CMP ARCH
STM.@ 3.20%
D-2
65"X40" END
INV=1296.40
D-3
65"X40" END
INV=1295.10
39 LF 65"X40" CMP ARCH
STM.@ 3.31%
50'
TRI
B
U
T
A
R
Y
B
U
F
F
E
R
50'
TRI
B
U
T
A
R
Y
B
U
F
F
E
R
30
'
30
'
SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
NATURAL SCREENING AREA OF HONEYSUCKLE
SHRUB AND NATURAL VEGETATION TO REMAIN
UNDISTURBED. MAINTAIN TO A HEIGHT OF NO
MORE THAN 25"
PROPOSED TREELINE
PROPOSED TREELINE
PR
O
P
O
S
E
D
T
R
E
E
L
I
N
E
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
SF
SF
SF
SF SF
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
S
F
SF
S
F
60' TO PROPOSED
CLEARING LIMIT
19
'
19
'
20
'
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
(TYP.)
16
'
23'16'
PROPOSED SILT
FENCE
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
V
I
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\
S
L
D
A
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Y
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D
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12
/
6
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2
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1
1
:
3
6
P
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G
o
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w
i
n
SITE PLAN
C 106 6
1" = 40'
MA
T
C
H
L
I
N
E
C
1
0
8
MA
T
C
H
L
I
N
E
C
1
0
4
MATCH LINE C 107MATCH LINE C 107
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
S89°51'55"E 3573.55'S89°51'55"E 3573.55'7' TALL WIRE FENCE WITH 6" WOODEN POLES SET
10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET
10' O.C. SEE DETAIL ON SHEET C 201
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
PROPOSED SILT
FENCE
PROPOSED SILT
FENCE
TREES TO BE REMOVED (TYP.)
965'
16
'
23'
23'
23'
23'
23'
23'23'16
16
16
50
'
50
'
PROPOSED TREELINE
PROPOSED TREELINE
PROPOSED TREELINE
5
0
'
T
R
I
B
U
T
A
R
Y
B
U
F
F
E
R
5
0
'
T
R
I
B
U
T
A
R
Y
B
U
F
F
E
R
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
S
F
SF
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
25
'
PROPOSED SILT
FENCE
TREES TO BE REMOVED (TYP.)
MATCH LINE C 108
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
V
I
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\
S
L
D
A
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B
Y
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S
&
C
.
D
W
G
12
/
6
/
2
0
2
1
1
:
3
6
P
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Au
s
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G
o
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d
w
i
n
SITE PLAN
C 107 7
1" = 40'
MA
T
C
H
L
I
N
E
C
1
0
9
MA
T
C
H
L
I
N
E
C
1
0
5
MATCH LINE C 108
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
BAL
D
H
I
L
L
R
O
A
D
(49
.
5
'
R
.
O
.
W
.
)
N3
°
0
5
'
0
8
"
E
4
1
6
.
0
1
'
N89°21'34"W 250.00'
S3
°
0
5
'
0
8
"
W
7
1
6
.
4
7
'
S6
1
°
3
8
'
3
3
"
E
2
8
1
.
7
8
'
S
4
5
°
3
1
'
3
3
"
E
4
3
9
.
3
6
'
T
O
℄
S43
°
1
8
'
1
9
"
W
4
5
.
0
1
'
N
4
5
°
3
1
'
3
3
"
W
4
4
2
.
4
1
'
T
O
℄
L=70.93'
R=150.00'
Δ=27°05'34"
N6
1
°
3
8
'
3
3
"
W
2
1
5
.
6
5
'
N88°44'08"W 141.34'
BAL
D
H
I
L
L
R
O
A
D
(49
.
5
'
R
.
O
.
W
.
)
N3
°
0
5
'
0
8
"
E
4
1
6
.
0
1
'
N89°21'34"W 250.00'
S3
°
0
5
'
0
8
"
W
7
1
6
.
4
7
'
S6
1
°
3
8
'
3
3
"
E
2
8
1
.
7
8
'
S
4
5
°
3
1
'
3
3
"
E
4
3
9
.
3
6
'
T
O
℄
S43
°
1
8
'
1
9
"
W
4
5
.
0
1
'
N
4
5
°
3
1
'
3
3
"
W
4
4
2
.
4
1
'
T
O
℄
L=70.93'
R=150.00'
Δ=27°05'34"
N6
1
°
3
8
'
3
3
"
W
2
1
5
.
6
5
'
N88°44'08"W 141.34'
7' TALL WIRE FENCE WITH 6"
WOODEN POLES SET 10' O.C.
SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
NYSDEC APPROVED PERVIOUS
ACCESS DRIVE BY TRC ENGINEERS.
SEE DETAIL ON SHEET C 201
PROPOSED SOLAR
ARRAY LAYOUT
PROPOSED SILT
FENCE
TREES TO BE
REMOVED (TYP.)
16
'
23'16'
50
'
A
R
R
A
Y
B
U
F
F
E
R
20
'
75'
75'
50
'
43
'
20
'
1
0
0
'
S
O
L
A
R
A
R
R
A
Y
T
O
A
D
J
A
C
E
N
T
S
T
R
U
C
T
U
R
E
S
B
U
F
F
E
R
28'R
48'R
28'R
48'R
2
8
'
R
4
8
'
R
28'R
PROPOSED TREELINE
PROPOSED 20' DOUBLE SWING BARRIER GATE WITH LOCK AND
OPTIONAL ARM GATE & POST SAFETY TAPE KIT. PRODUCED BY
BARRIER GATE BRANDS OR APPROVED EQUAL.
SF SF SF
NATURAL SCREENING AREA OF HONEYSUCKLE
SHRUB AND NATURAL VEGETATION TO REMAIN
UNDISTURBED. MAINTAIN TO A HEIGHT OF NO
MORE THAN 25"
73
'
87
'
30
'
48
'
R
28
'
R
SF
SF
SF
SF
SF
SF
PROPOSED SILT
FENCE
PROPOSED SILT FENCE TO BE
INSTALLED ALONG CONTOUR (TYP.)
PROPOSED SILT
FENCE TO BE
INSTALLED
ALONG
CONTOUR
PROPOSED SILT FENCE
EXISTING 12" CPP TO BE
EXTENDED BY 11'. INV=1256.68
NYSDEC APPROVED PERVIOUS ACCESS
DRIVE PER DETAIL. PERVIOUS ACCESS
DRIVE ENDS AT PROPOSED GATE
EXISTING ACCESS DRIVE FOR #54 BALD
HILL ROAD TO MAINTAIN EXISTING
CHARACTERISTICS.
#54 BALD HILL ROAD
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
D-5
12" END
INV=1258.32
D-4
12" END
INV=1258.82
23 LF 12" HDPE
STM.@ 2.20%
171' TO CLEARING LIMI
T
S
18
'
20'
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
V
I
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\
S
L
D
A
N
B
Y
E
S
&
C
.
D
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12
/
6
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2
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2
1
1
:
3
7
P
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G
o
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w
i
n
SITE PLAN
C 108 8
1" = 40'
MA
T
C
H
L
I
N
E
C
1
0
6
MATCH LINE C 109MATCH LINE C 109
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
S1
°
1
7
'
5
5
"
W
6
9
9
.
0
9
'
S88°44'09"E 12.16'
N89°51'55"W
3687.30' (DEED & MEAS.)
S1
°
1
7
'
5
5
"
W
6
9
9
.
0
9
'
S88°44'09"E 12.16'
N89°51'55"W
3687.30' (DEED & MEAS.)
N89°07'38"W
30.04'
S0
°
0
0
'
0
0
"
E
S1
°
5
5
'
1
1
"
E
34
.
1
6
'
S89°05'57"W
875.40'
S1°55'11"E
5.10'
N89°05'50"E
874.40'
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET
10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET
10' O.C. SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
EXISTING SLOPES >15% (TYP.)
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLAR
ARRAY LAYOUT
SF SF SF SF SF SF
PROPOSED SILT
FENCE
PROPOSED SILT
FENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
23'
23'
23'
23'16'
16'
16'
50
'
50
'
75'
75'
50
'
TR
I
B
U
T
A
R
Y
B
U
F
F
E
R
50
'
TR
I
B
U
T
A
R
Y
B
U
F
F
E
R
28'R
PROPOSED TREELINE
PROPOSED
TREELINE
SF SF SF
PR
O
P
O
S
E
D
T
R
E
E
L
I
N
E
48'R
48'
R
28'R
28'
R
2
0
'
S
F
S
F
S
F
S
F
SF
SF
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR.
DOUBLE SILT FENCE IN
PROXIMITY TO
TRUCK/CONCRETE
WASHOUT AREA.
SF
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
PROPOSED SILT FENCE
TO BE INSTALLED
ALONG CONTOUR
PROPOSED TRUCK/CONCRETE
WASHOUT AREA. AREA TO BE
INSTALLED PER DETAILS AND
REMOVED WHEN
CONSTRUCTION COMPLETED.
AREA TO BE RETURNED TO
EXISTING CONDITIONS.
S
F
22
'
315' TO PROPOSED CLEARING LIMITS
PROPOSED SILT
FENCE
SF
SF
S
F
SF
SF
SF
SF
16
'
16
'
16'
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
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C
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S
-
N
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9
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SITE PLAN
C 109 9
1" = 40'
TRUCK WASHDOWN AREA
N.T.S.
PROVIDE 12" THICK
STONE BASE WITH
2% MIN. CROSS SLOPE
8' WIDE
MIN.
3' DEEP
MIN.
NOTE: A 10 MIL LINER IS REQUIRED ALONG
THE SIDES AND BOTTOM OF CONCRETE
WASHDOWN AREA. WASHDOWN AREA
TO BE CLEANED OUT AT 75% CAPACITY.
MATCH LINE C 108
MA
T
C
H
L
I
N
E
C
1
0
7
MATCH LINE C 108
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
MATCH LINE C 110
D
A
N
B
Y
R
O
A
D
S
T
A
T
E
R
O
U
T
E
9
6
B
(
R
.
O
.
W
.
V
A
R
I
E
S
)
C
H
M
E
A
S
.
=
N
8
°
5
4
'
2
1
"
W
2
7
0
.
3
0
'
E
D
G
E
O
F
P
A
V
E
M
E
N
T
E
D
G
E
O
F
P
A
V
E
M
E
N
T
S
H
O
U
L
D
E
R
S
H
O
U
L
D
E
R
W
H
I
T
E
D
A
S
H
E
D
L
I
N
E
W
H
I
T
E
S
O
L
I
D
L
I
N
E
R
O
A
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℄
&
D
O
U
B
L
E
Y
E
L
L
O
W
S
O
L
I
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I
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E
D
A
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B
Y
R
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S
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A
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E
R
O
U
T
E
9
6
B
(
R
.
O
.
W
.
V
A
R
I
E
S
)
C
H
M
E
A
S
.
=
N
8
°
5
4
'
2
1
"
W
2
7
0
.
3
0
'
E
D
G
E
O
F
P
A
V
E
M
E
N
T
E
D
G
E
O
F
P
A
V
E
M
E
N
T
S
H
O
U
L
D
E
R
S
H
O
U
L
D
E
R
W
H
I
T
E
D
A
S
H
E
D
L
I
N
E
W
H
I
T
E
S
O
L
I
D
L
I
N
E
R
O
A
D
℄
&
D
O
U
B
L
E
Y
E
L
L
O
W
S
O
L
I
D
L
I
N
E
N90°00'00"W
192.96'
S55°16'16"E
133.69'
S0
°
0
0
'
0
0
"
E
52
.
7
5
'
N0°00'00"E
86.29'
N5
°
0
5
'
5
5
"
E
18
6
.
2
8
'
S87°16'05"W
356.78'
S89°05'57"W
875.40'
S0°00'00"E
52.24'
N90°00'00"E
153.58'
S55°16'16"E
128.39'
S0°00'00"E
27.86'
N90°00'00"W
106.40'
N3
°
3
0
'
3
7
"
E
23
7
.
9
5
'
N87°16'05"E
234.33'
S89°53'58"E
83.28'
S
1
7
°
4
0
'
5
5
"
E
4
1
.
4
0
'
EXISTING SLOPES >15% (TYP.)
APPROXIMATE
30-FT WIDE UTILITY EASEMENT
APPROXIMATE EASEMENT
FOR ELECTRIC LINES AND
INTERCONNECTION
ACCESS (TYP)
APPROXIMATE
UNDERGROUND
ELECTRIC LINES
(TYP.)
PROPOSED NINE (9) NYSEG OWNED POWER POLES, 3 PER
SITE CONNECTION.
TO REMAIN
33.4'
3
0
2
.
1
'
82.3'
1
5
9
.
3
'
65
.
5
'
PROPOSED NYSDEC APPROVED PERVIOUS ACCESS
DRIVE PER DETAIL.
THREE ARRAY POWER LINES
CARRIED BY ONE POLE
THREE OVERHEAD
WIRE CONNECTIONS
TO PUBLIC GRID
40
'
20
'
50
'
20'20'
15'
39
'
15'15'15'
PROPOSED SIX (6) CUSTOMER OWNED
POWER POLES, 2 PER SITE CONNECTION.
20'
D-7
65"X40" END
INV=1207.85
D-6
65"X40" END
INV=1208.00
1211
1
2
1
0
12
0
9
1
2
0
8
1
2
1
0
1
2
0
9
1
2
0
8
1
2
0
7
12
0
7
1
2
0
8
1
2
0
9
1
2
0
9
1
2
1
0
1
2
1
1
1
2
1
1
1
2
1
0
36 LF 65"x40" CMP ARCH STM.@ 0.42%
x HP:1211.91
2
1
1
1
2
1
1
12101209
12101209120
8
PROPOSED 20' DOUBLE
SWING BARRIER GATE WITH
LOCK AND OPTIONAL ARM
GATE & POST SAFETY TAPE
KIT. PRODUCED BY BARRIER
GATE BRANDS OR
APPROVED EQUAL.
50'
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
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W
\
2
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SITE PLAN
C 110 10
1" = 40'
MATCH LINE C 109 MA
T
C
H
L
I
N
E
C
1
0
9
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
Y:
\
P
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NOTES & DETAILS
C 201 11
N/A
EROSION AND SEDIMENT CONTROL NOTES:
1.THE CONTRACTOR SHALL REVIEW THE EROSION AND SEDIMENT CONTROL PLAN INCLUDED IN THE
CONTRACT DOCUMENTS, AND IF NECESSARY, MODIFY THE PLAN WITH THE CONTRACTOR'S
INTENDED SEQUENCE AND TYPES OF OPERATIONS. THE CONTRACTOR'S MODIFIED EROSION AND
SEDIMENT CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL, ALONG WITH
A PROGRESS SCHEDULE THAT ADDRESSES THIS WORK.
2.THE CONTRACTOR SHALL DESIGNATE AN "EROSION AND SEDIMENT CONTROL SUPERVISOR" FOR
THE PROJECT. THE SUPERVISOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE EROSION AND
SEDIMENT CONTROL PLAN AND FOR INSPECTING AND MAINTAINING THE CONTROL MEASURES.
THE NAME AND QUALIFICATIONS (TRAINING AND EXPERIENCE) OF THIS INDIVIDUAL SHALL BE
SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING EARTHWORK.
3.THE DESIGNATED "EROSION AND SEDIMENT CONTROL SUPERVISOR" SHALL NOTIFY THE ENGINEER
IN ADVANCE OF ANY FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL MEASURES
INDICATED IN THE CONTRACT DOCUMENTS. THE ENGINEER MAY REQUIRE THE CONTRACTOR TO
SUBMIT A MODIFIED EROSION AND SEDIMENT CONTROL PLAN FOR APPROVAL PRIOR TO
IMPLEMENTING ANY FIELD CHANGES.
4.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER
RUNOFF FROM DISTURBED AREAS IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL
DEVICES BEFORE LEAVING THE SITE.
5.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SOIL
DISTURBANCE FOR WHICH THEY ARE INTENDED AND SHALL REMAIN IN PLACE UNTIL SOILS ARE
PERMANENTLY STABILIZED.
6.UNDER NO CONDITION SHALL DISCONTINUED CONSTRUCTION ACTIVITIES IN AREAS WITH SOIL
DISTURBANCES BE LEFT FOR A PERIOD OF GREATER THAN 7 DAYS WITHOUT TEMPORARILY
STABILIZING THOSE AREAS WITH TEMPORARY SEED AND MULCH. MAINTENANCE OF THOSE
AREAS SHALL INCLUDE RESEEDING AND REMULCHING AS NEEDED TO ESTABLISH A
SATISFACTORY STAND OF GRASS. THERE SHALL BE NO ADDITIONAL PAYMENT FOR RESEEDING
AND REMULCHING.
NO WET OR FRESH CONCRETE, LEACHATE, MATERIAL, OR DEBRIS SHALL BE ALLOWED TO ESCAPE
INTO A WATER BODY OR WETLAND, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS
OR OTHER DEVICES BE ALLOWED TO ENTER A WATER BODY OR WETLAND. ANY MATERIAL OR
DEBRIS ACCIDENTALLY DROPPED INTO THE CHANNEL SHALL BE IMMEDIATELY AND COMPLETELY
REMOVED AND DEPOSITED IN AN UPLAND AREA.
7.AT THE VERY MINIMUM, EROSION CONTROL SHALL BE AS SHOWN ON THIS PLAN. EROSION
CONTROL MAY CONSIST OF SEDIMENT TRAPS AND/OR ENVIRONMENTAL FENCES. THE
CONTRACTOR AND THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INTEGRITY, MAINTENANCE
AND REMOVAL OF EROSION CONTROL MEASURES UNTIL NO LONGER DEEMED NECESSARY BY
THE TOWN OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL MAINTAIN THE STORM SEWER
SYSTEM UNTIL THE PROJECT IS DEVELOPED AND APPROVED BY THE TOWN AND OWNER.
SEEDING NOTE
TO PROVIDE THE FOLLOWING SEED MIXTURES DURING CONSTRUCTION:
TEMPORARY SEEDING:
RYEGRASS (ANNUAL OR PERENNIAL) @ 30LBS. PER ACRE OR 0.7 LBS. PER
1000 SQUARE FEET.
PERMANENT SEEDING:
65% KENTUCKY BLUEGRASS BLEND @ 85LBS. PER ACRES OR 2.0-2.6 LBS. PER
1000 SQUARE FEET
20% PERENNIAL RYEGRASS @ 26-35 LBS. PER ACRE OR 0.6-0.8 LBS. PER 1000
SQUARE FEET
15% FINE FESCUE @ 19-26 LBS. PER ACRE OR 0.4-0.6 LBS. PER 1000 SQUARE
FEET
FOR ALL SEEDING & STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE
OWNER & DEVELOPER TO ENSURE THAT FINAL STABILIZATION OCCURS AS
REQUIRED BY THE NYSDEC. AREAS WHERE CONSTRUCTION ACTIVITY
TEMPORARILY CEASES FOR MORE THAN 7 DAYS WILL BE STABILIZED WITH A
TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST DISTURBANCE.
ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT
AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH. AFTER THE
ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED
FROM THE SEDIMENT BASIN(s).
CONSTRUCTION SEQUENCE FOR
GRADING AND EROSION CONTROL:
1.INSTALL STABILIZED CONSTRUCTION ENTRANCE.
2.CONSTRUCT EROSION CONTROL MEASURES AS SHOWN ON THE PLANS.
3.GRADE IMPROVEMENTS AREAS WITHIN THE PROJECT SITE. AREAS WHERE
CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 7 DAYS
WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS
OF THE LAST DISTURBANCE.
4.SEED ALL DISTURBED AREAS WITHIN 10 DAYS AFTER FINAL GRADING,
CONTRACTOR IS RESPONSIBLE TO RESEED IF GRADING IS
UNSATISFACTORY.
5.UPON APPROVAL OF THE TOWN, REMOVE ALL TEMPORARY SILTATION
CONTROLS.
6.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED
UPON ACTUAL FIELD CONDITIONS AOBE. CONTRACTOR SHALL PROVIDE
FOR THIS COST IN HIS CONTRACT.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SILTATION AND
EROSION CONTROL MEASURES FROM INSTALLATION THROUGH
MAINTENANCE AND REMOVAL AFTER REVEGETATION HAS BEEN
ESTABLISHED.
8.ALL EROSION AND SEDIMENT CONTROL METHODS WILL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEW YORK
STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT
CONTROL
CONSTRUCTION SPECIFICATIONS
WOVEN WIRE FENCE
(MIN. 14 GAUGE
W/ MAX. 6" MESH
SPACING)
36" MIN. LENGTH FENCE
POSTS DRIVEN MIN. 16"
INTO GROUND.
HEIGHT OF FILTER
= 16" MIN.
8" MIN.FLO
W
FLO
W
10' MAX. C. TO C.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
FENCE SHALL BE WOVEN WIRE, 14 GAUGE, 6" MAXIMUM MESH OPENING.
2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
"BULGES" DEVELOP IN THE SILT FENCE.
MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
EMBED FILTER CLOTH
A MIN. OF 6" IN GROUND.
4"
16"MIN.
WOVEN WIRE FENCE (MIN. 14
GAUGE W/ MAX. 6" MESH
SPACING) WITH FILTER CLOTH
36" MIN. FENCE POST
FLOW
COMPACTED SOIL
20"MIN.
PERSPECTIVE VIEW
SECTION VIEW
L L
SILT FENCE DETAIL
N.T.S.
UNDISTURBED
GROUND
NYSDAM DECOMISSIONING NOTES:
1.DECOMMISSIONING
2.IF THE OPERATION OF THE GENERATION FACILITY IS PERMANENTLY
DISCONTINUED, REMOVE ALL ABOVE GROUND STRUCTURES
3.(INCLUDING PANELS, RACKING, SIGNAGE, EQUIPMENT PAD, SECURITY
FENCING) AND UNDERGROUND UTILITIES IF LESS THAN 48-
4.INCHES DEEP. ALL CONCRETE PIERS, FOOTERS, OR OTHER SUPPORTS MUST BE
REMOVED TO A MINIMUM DEPTH OF 48-INCHES
5.BELOW THE SOIL SURFACE. THE FOLLOWING REQUIREMENTS APPLY TO
ELECTRIC CONDUCTORS LOCATED AT THE RESPECTIVE RANGE
6.OF DEPTH BELOW THE SURFACE:
7.• 48-INCHES PLUS: ALL UNDERGROUND ELECTRIC CONDUITS AND DIRECT
BURIED CONDUCTORS MAY BE ABANDONED IN
8.PLACE. APPLICABLE CONDUIT RISERS MUST BE REMOVED, AND ABANDONED
CONDUIT MUST BE SEALED OR CAPPED TO
9.AVOID A POTENTIAL TO DIRECT SUBSURFACE DRAINAGE ONTO
NEIGHBORING LAND USES.
10.• LESS THAN 48-INCHES: ALL UNDERGROUND DIRECT BURIED ELECTRIC
CONDUCTORS AND CONDUCTORS IN CONDUIT AND
11.ASSOCIATED CONDUIT WITH LESS THAN 48-INCHES OF COVER MUST BE
REMOVED, BY MEANS OF CAUSING THE LEAST
12.AMOUNT OF DISTURBANCE AS POSSIBLE.
13.ACCESS ROADS IN AGRICULTURAL AREAS MUST BE REMOVED, UNLESS
OTHERWISE SPECIFIED BY THE LANDOWNER. IF ACCESS IS TO
14.BE REMOVED, TOPSOIL WILL HAVE TO BE RETURNED FROM RECORDED
PROJECT EXCESS NATIVE TOPSOIL DISPOSAL AREAS, IF
15.PRESENT, OR IMPORTED TOPSOIL FREE OF INVASIVE SPECIES THAT IS
CONSISTENT WITH THE QUALITY OF TOPSOIL ON THE AFFECTED
16.SITE. RESTORE ALL AREAS INTENDED FOR AGRICULTURAL PRODUCTION,
ACCORDING TO RECOMMENDATIONS BY THE CURRENT
17.LANDOWNER OR LEASING AGRICULTURAL PRODUCER, AND AS REQUIRED BY
ANY APPLICABLE PERMIT, THE SOIL AND WATER
18.CONSERVATION DISTRICT, AND NYSDAM.
19.MONITORING AND RESTORATION REQUIREMENTS IN ACCORDANCE TO THE
PRIOR SECTIONS OF THESE GUIDELINES, WILL BE REQUIRED
20.FOR THE DECOMMISSION
CONSTRUCTION SPECIFICATIONS
3'5:1
PLAN VIEW
PROFILE
EXISTING
GROUND
FILTER
CLOTH
EXISTING
PAVEMENT
MOUNTABLE BERM
(OPTIONAL)
EXISTING
PAVEMENT
10'MIN.
10'MIN.
15'MIN.
50'MIN.
12"MIN.
EXISTING
GROUND
50'MIN.
12'MIN.
1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30
FOOT MINIMUM LENGTH WOULD APPLY).
3. THICKNESS - NOT LESS THAN TWELVE (12) INCHES.
4. WIDTH - FIFTEEN (15) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS
WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE
TO SITE.
5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD
CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS
IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL
SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY
MUST BE REMOVED IMMEDIATELY.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE
AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH
RAIN
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.
FENCE SUPPORT POLE INSTALLATION DETAIL
N.T.S.
5'
7'
SOLIDLOCK PRO 20
PROFESSIONAL STRENGTH FIXED KNOT FENCE
OR APPROVED EQUAL
CLASS 5 WOODEN POLE. MINIMUM SOUTHERN YELLOW PINE OR DOUGLAS FIR.
SET 10.0' O.C. ALL POLES TO BE SET PLUMB.
Danby Site Project # 2089-104
BME Associates November 2021
Federal Wetland Delineation Report
for
Norbut Solar Danby Site
Town of Danby Tompkins County New York
Prepared for:
Norbut Solar Farms
1241 University Avenue
Rochester, NY 14607
Prepared by:
10 Lift Bridge Lane East
Fairport, NY 14450
(585) 377-7360
BME Project No. 2089-104
November 2021
Danby Site Project # 2089-104
BME Associates November 2021
TABLE OF CONTENTS
Introduction ................................................................................................................................................... 1
Agency Resource Information ...................................................................................................................... 1
Methodology ................................................................................................................................................. 2
Site Ecology .................................................................................................................................................. 4
Water Resource Descriptions ........................................................................................................................ 5
Conclusions ................................................................................................................................................. 12
References ................................................................................................................................................... 13
Appendices
Appendix A Exhibits
Exhibits 1 – Aerial Site Location Map
Exhibits 2 – USGS Quadrangle
Exhibits 3 – USFWS National Wetlands Inventory
Exhibits 4 – NYSDEC Environmental Resource Mapper
Exhibits 5 – NRCS Soil Survey
Exhibits 6 – Aerial Wetland Delineation Map
Exhibits 7 – Photo Location Map
Appendix B Site Photographs
Appendix C Data Forms
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INTRODUCTION
Norbut Solar Farms contracted BME Associates (BME) to examine and delineate wetlands on a
± 125-acre area of interest located west of Danby Rd in the Town of Danby, Tompkins County,
New York (Appendix A, Exhibit 1). The site includes tax parcel number 10-1-21.122 and a
portion of 10-1-19.12. An Approved Jurisdictional Determination is requested for the
subject site.
The presence and location of wetlands and streams were determined using methods established
in the 1987 Corps of Engineers Wetland Delineation Manual, 2012 Northeast Regional
Supplement, 2018 Field Indicators of Hydric Soils in the United States, and other appropriate
guidelines. The results of the delineation study are contained in this report.
AGENCY RESOURCE INFORMATION
Prior to initiating the field wetland delineation study, BME reviewed the following background
information:
• GIS Aerial Photo of the Site (Exhibit 1) – The site consists of undeveloped land including
natural forest cover, successional shrubland, grassland, and areas of food plots. The site is
located west of Danby Rd and northwest of Bald Hill Rd. Surrounding land use is mainly
agricultural and residential.
• U.S. Geological Survey (USGS) Quadrangle 7.5-minute topographic series was used to
determine possible drainage patterns and the presence of streams and other water bodies
(see Exhibit 2). The USGS map indicates that the site is sloped in the eastern direction.
The USGS topographic map shows wetland symbols in the northern parcel within the
area of interest. A stream is shown in the eastern portion of the site within the larger
parcel as well as a stream at the southwest corner of the property and a perennial stream
(Buttermilk Creek) is shown running through the east portion of the parcel parallel to
Danby Rd as well.
• U.S. Fish and Wildlife Service National Wetlands Inventory (NWI) map was used to
locate any mapped Federal wetlands on the site. The NWI map shows two wetlands, both
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classified as PEM1C. A small freshwater pond is also shown within the area of interest.
Additionally, three streams are shown within the site boundaries.
• New York State Department of Environmental Conservation (NYSDEC) Environmental
Resource Mapper was used to determine the presence of any mapped NYSDEC wetlands
on the project site (see Exhibit 4). The resource mapper does not show any mapped state
wetlands on site, however it does show streams in the northeastern portion of the area of
interest as well as in the southwest corner.
• The Natural Resource Conservation Service Web Soil Survey was used to locate any
hydric soils, or soils with potential hydric inclusions (see Exhibit 5). The soils map
indicates the presence of the following soils within the site (Area of Interest):
Summary by Map Unit — Tompkins County, New York (NY109)
Collapse Summary by Map Unit — Tompkins County, New York (NY109)
Map unit
symbol Map unit name Rating Acres in
AOI
Percent of
AOI
BgC Bath and Valois soils, 5 to 15 percent slopes 0 6.2 5.0%
EbB Erie channery silt loam, 3 to 8 percent slopes 5 42.1 33.7%
EcA Chippewa and Alden soils, 0 to 8 percent slopes 90 0.7 0.6%
ErA Erie-Chippewa channery silt loams, 0 to 3 percent
slopes
35 1.8 1.4%
HdC Howard gravelly loam, 5 to 15 percent simple
slopes
0 0.1 0.1%
LaB Langford channery silt loam, 2 to 8 percent
slopes
0 58.7 46.9%
LaB3 Langford channery silt loam, 3 to 8 percent
slopes, eroded
0 3.1 2.5%
MaC Mardin channery silt loam, 8 to 15 percent slopes 0 0.2 0.1%
RhA Red Hook gravelly silt loam, 0 to 5 percent slopes 0 9.2 7.4%
Ws Wayland soils complex, 0 to 3 percent slopes,
frequently flooded
90 3.0 2.4%
Totals for Area of Interest 125.2 100.0%
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METHODOLOGY
BME conducted the federal wetland delineation for the site according to methods described in
the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual, and the 2012 North
Central and Northeast Region Supplement. Atypical Situation methods were not utilized. The
2018 U.S. Army Corps of Engineers, National Wetland Plant List was utilized for wetland
indicator status while the USDA, NRCS Field Indicators of Hydric Soils in the United States was
utilized for hydric soil identification. A general survey of the site was conducted to determine the
presence of waters of the U.S. and potential wetland areas. Where potential wetlands were found,
pairs of sample points were established to document soil and hydrological conditions in both the
upland and wetland communities. A pair of sample points were taken at the wetlands, along with
additional upland sampling points to support the location and extent of any wetlands. Site
hydrology was evaluated by looking for and noting wetland hydrology indicators. Soils were
evaluated by comparing soils taken from the sample sites with the Munsell Soil Color Charts (X-
Rite Incorporated, Revised 2009), as well as evaluating additional hydric soil indicators. Soils
were tested along wetland boundaries to aid in determining accurate wetland limits.
At each data sampling location, a list of dominant plants was documented and the percent cover
for each species was estimated. Generally, a 5-foot radius from the sampling point was used to
define herbaceous plants within the plant community, a 30-foot radius was used to define trees
and woody vines, and a 15-foot radius to define shrubs and saplings. The “dominance measure
methods” outlined in the 1987 Federal Delineation Manual (Federal Interagency Committee for
Wetland Delineation 1987) and the 2012 Northcentral and Northeast Region Supplement were
used to determine the presence of wetland vegetation while the 2018 U.S. Army Corps of
Engineers National Wetland Plant List was utilized for plant identification and determination of
wetland plant indicator status.
Sample point locations and wetland boundaries were marked in the field by flags for
identification by GPS equipment. The field survey of wetland points was completed by BME
Associates. All delineated wetland boundaries and sample point locations are shown on Exhibits
6 and 7, and site photograph locations are shown on Exhibit 8 in Appendix A. Site photographs
can be found in Appendix B, and data forms can be found in Appendix C.
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SITE ECOLOGY
General upland plant communities on the site include primarily mature wooded upland (rich
mesophytic forest), successional shrubland, and successional field. General wetland plant
communities consist of emergent wetland (shallow emergent marsh), and shrub swamp (Shrub
Carr).
Rich mesophytic forest
The forested areas on site are dominated primarily by mature hardwoods, saplings, and shrubs
with some understory herbs. Common tree species within these areas include mature trees such
as silver maple (Acer saccharinum), red maple (Acer rubrum), white ash (Fraxinus americana),
American beech (Fagus grandifolia), red oak (Quercus rubra), black cherry (Prunus serotina),
and common buckthorn (Rhamnus cathartica). Understory shrubs and herbs include multiflora
rose (Rosa multiflora), honeysuckles (Lonicera spp.), white avens (Geum canadense), Canada
goldenrod (Solidago canadensis), and dandelion (Taraxacum officinale).
Successional Shrubland
Shrubby upland areas on site are co-dominantly vegetated by grasses, forbs, and upland shrub
species. Common shrub species within these areas include multiflora rose (Rosa multiflora),
common buckthorn (Rhamnus cathartia), and honeysuckles (Lonicera spp.). Grasses and forbs
that dominate these areas include big bluestem (Andropogon gerardii), Canada goldenrod
(Solidago canadensis), creeping buttercup (Ranunculus repens), spotted knapweed (Centaurea
stoebe), and dandelion (Taraxacum officinale).
Successional Field
The open field areas on site are dominated primarily by grasses and forbs with some upland
shrub species. Common shrub species within these areas include multiflora rose (Rosa
multiflora) and honeysuckles (Lonicera spp.). Grasses and forbs that dominate these areas
include big bluestem (Andropogon gerardii), Canada goldenrod (Solidago canadensis), grass-
leaved goldenrod (Euthamia graminifolia), and dandelion (Taraxacum officinale).
Shrub Swamp (Shrub Carr.)
Shrubby wetland areas on site are dominated by willows (Salix spp.) and shrub species such as
red-osier dogwood (Cornus sericea) and silky dogwood (Cornus amomum). Dominant herbs
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include emergent species such as sensitive fern (Onoclea sensibilis), wool grass (Scirpus
cyperinus), and joe-pye weed (Eutrochium purpureum).
Shallow Emergent Marsh
The western portion of Wetland “B” consists of shallow emergent marsh comprised of mucky
soils that are vegetated primarily by narrow-leaf cattail (Typha angustifolia), sensitive fern
(Onoclea sensibilis), wool grass (Scirpus cyperinus), grass-leaved goldenrod (Euthamia
graminifolia), common rush (Juncus effusus), and sedges (Carex spp.).
WATER RESOURCE DESCRIPTIONS
The site includes fourteen (14) delineated wetlands and five (5) streams (see exhibit 6).
Table 1. Water Resource Summary
Name Identification Size
(within site)
OHWM
Dimensions Flow Regime Lat. and Long.
Wetland “A” PEM 0.27 AC - - 42.3531
-76.4871
Wetland “B” PEM 0.09 AC - - 42.3517,
-76.4879
Wetland “C” PEM 0.04 AC - - 42.3520,
-76.4880
Wetland “D” PFO 0.06 AC - - 42.3538,
-76.4844
Wetland “E” PSS/PEM 2.00 AC - - 42.3546,
-76.4836
Wetland “F” PEM 0.62 AC - - 42.3506,
-76.4943
Wetland “G” PEM 0.07 AC - - 42.3508,
-76.4935
Wetland “H” PEM 0.69 AC - - 42.3508,
-76.4990
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Wetland “I” PEM 0.03 AC - - 42.3518,
-76.4965
Wetland “J” PEM 0.18 AC - - 42.3516,
-76.4946
Wetland “K” PEM 0.14 AC - - 42.3522,
-76.4935
Wetland “L” PEM 0.07 AC - - 42.3524,
-76.4953
Wetland
“M” PEM 0.07 AC - - 42.3529,
-76.4959
Wetland “N” PEM 0.10 AC - - 42.3534,
-76.4969
Stream “A” - ± 2,810 LF ± 5-10’ wide,
± 1-3’ deep
± 620 LF
ephemeral,
± 2,190 LF
intermittent
42.3510,
-76.4919
Stream “B” - ± 555 LF ± 3-5’ wide,
± 1-2’ deep Perennial 42.3547,
-76.4827
Stream “C” - ± 750 LF
± 18” wide,
OHWM not
detectable
Ephemeral 42.3518,
-76.4966
Stream “D” - ± 100 LF ± 3’ wide,
± 1’ deep Ephemeral 42.3503,
-76.4994
Stream “E” - ± 930 LF ± 4-6’ wide,
6-12” deep Ephemeral 42.3499,
-76.4997
SITE WETLANDS:
Wetland “A” (Area = ± 0.27 AC)
Wetland “A” is an emergent floodplain wetland located in the eastern portion of the site. This
wetland is shown on the National Wetlands Inventory and classified as PEM1C. Soils are
mapped as Wayland Soils Complex with a hydric rating of 90. Hydrology originates from
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surface runoff as well as water from Stream A. There was ± 8” of standing water at times of site
visits in October and November. Wetland hydrology included saturation and standing water. The
dominant vegetation in this wetland includes willows (Salix spp.), dogwoods (Cornus spp.),
sensitive fern (Onoclea sensibilis) and narrow-leaf cattail (Typha angustifolia).
Wetland “B” (Area = ± 0.09 AC)
Wetland “B” is an emergent wetland pocket located south of a road path in the eastern portion of
the area of interest. This wetland is separated from Wetland C through a culvert at the north end,
which conveys water between the two in the northern direction. This wetland is shown on the
National Wetlands Inventory as a freshwater pond. This was a man-made farm pond which has
not been maintained and therefore has overgrown with hydrophytic vegetation including rice-cut
grass (Leersia oryzoides), grass-leaved goldenrod (Euthamia graminifolia), and willows (Salix
spp.). There was standing water in this wetland during site visits. Soils in this wetland are
mapped as Langord channery silt loam, 2 to 8 percent slopes with a hydric rating of 0. There was
± 10” of standing water at times of site visits in November.
Wetland “C” (Area = ± 0.04 AC)
Wetland “C” is a small emergent wetland pocket located north of a path in the eastern portion of
the area of interest. This wetland is connected to Wetland “B” via a culvert located at its south
end. Soils in this wetland are mapped as Langord channery silt loam, 2 to 8 percent slopes with a
hydric rating of 0. There was ± 6” of standing water at times of site visits in November.
Dominant vegetation in this wetland includes sensitive fern (Onoclea sensibilis), narrow-leaf
cattail (Typha angustifolia), and rice-cut grass (Leersia oryzoides).
Wetland “D” (Area = ± 0.06 AC)
Wetland “D” is a small emergent/ shrub swamp wetland pocket located in the northeastern parcel
of the area of interest adjacent to the southern boundary line of the parcel. Soils in this wetland
are mapped as Langford channery silt loam, 2 to 8 percent slopes with a hydric rating of 0. There
was ± 8” of standing water at times of site visits in November. Dominant vegetation in this
wetland includes dogwoods (Cornus spp.) and sensitive fern (Onoclea sensibilis).
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Wetland “E” (Area = ± 2.00 AC)
Wetland “E” is located in the northeastern parcel in the area of interest. Soils in this wetland are
mapped as Langford channery silt loam, 2 to 8 percent slopes with a hydric rating of 0, Erie
channery silt loam with a hydric rating of 5, and Wayland Soils Complex with a hydric rating of
90. Hydrology of this wetland originates from surface runoff of surrounding upland areas. There
was ± 3” of standing water at times of site visits. Dominant vegetation in this wetland includes
dogwoods (Cornus spp.), buckthorn (Rhamnus cathartica), pussy willow (Salix discolor), red-
top grass (Agrostis gigantea), and joe-pye weed (Eutrochium purpureum). This wetland is
classified as emergent/ scrub shrub.
Wetland “F” (Area = ± 0.62 AC)
Wetland “F” is in the southern portion of the site. Soils in this wetland are mapped as Erie
channery silt loam, 3 to 8 percent slopes, with a hydric rating of 5. Hydrology of this wetland
originates from surface runoff of surrounding upland areas. There was ± 6” of standing water at
times of site visits. Dominant vegetation in this wetland includes sedges (Carex spp.), narrowleaf
cattail (Typha angustifolia), wool grass (Scirpus cyperinus), and common rush (Juncus effusus).
Based on field observations, this wetland appears to be isolated and may not be jurisdictional,
subject to USACE final determination.
Wetland “G” (Area = ± 0.07 AC)
Wetland “G” is a small wetland pocket (former farm pond) located in the southern portion of the
site. Soils in this wetland are mapped as Erie channery silt loam, 3 to 8 percent slopes, with a
hydric rating of 5. Hydrology of this wetland originates from surface runoff of surrounding
upland areas. This wetland was a man-made farm pond which has overgrown over the years with
hydrophytic vegetation. There was ± 2” of standing water at times of site visits. Dominant
vegetation in this wetland includes wool grass (Scirpus cyperinus), reed canary (Phalaris
arundinacea), and common rush (Juncus effusus). Based on field observations, this wetland
appears to be isolated and may not be jurisdictional, subject to USACE final determination.
Wetland “H” (Area = ± 0.69 AC)
Wetland “H” is an emergent wetland (wetland meadow) located in the western portion of the
site. Soils in this wetland are mapped as Erie channery silt loam, 3 to 8 percent slopes, with a
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hydric rating of 5. There was no standing water at times of site visits. However, soils were
saturated. Hydrology of this wetland originates from surface runoff of surrounding upland areas.
There is a small ephemeral stream located south of the wetland which carries water and
contributes to its hydrology (Stream D). Wetland H drains northeast by overland flow which is
then culverted into an ephemeral stream. Dominant vegetation in this wetland includes sensitive
fern (Onoclea sensibilis), narrowleaf cattail (Typha angustifolia), wool grass (Scirpus cyperinus),
and Hairy willow-herb (Epilobium hirsutum).
Wetland “I” (Area = ± 0.03 AC)
Wetland “I” is a small emergent wetland pocket located in the center portion of the area of
interest. Soils in this wetland are mapped as Erie channery silt loam, 3 to 8 percent slopes, with a
hydric rating of 5. There was ± 6” of standing water at times of site visits. Hydrology of this
wetland originates from surface runoff of surrounding upland areas as well as overflow/drainage
from ephemeral Stream C during rain events. This wetland is an old farm pond which has since
overgrown with hydrophytic vegetation due to lack of maintenance. Dominant vegetation in this
wetland includes sensitive fern (Onoclea sensibilis), narrowleaf cattail (Typha angustifolia), and
grass-leaved goldenrod (Euthamia graminifolia).
Wetland “J” (Area = ± 0.18 AC)
Wetland “J” is a wetland pocket located in the center portion of the area of interest. Soils in this
wetland are mapped as Erie channery silt loam, 3 to 8 percent slopes, with a hydric rating of 5.
Hydrology of this wetland originates from surface runoff of surrounding upland areas. There was
± 12” of standing water at times of site visits. This wetland is an old man-made farm pond which
was not maintained and has since grown an abundance of hydrophytic vegetation. There is a
culvert directing pond overflow to Stream “A”. Dominant vegetation in this wetland includes
willows (Salix spp.), sensitive fern (Onoclea sensibilis), narrowleaf cattail (Typha angustifolia),
and grass-leaved goldenrod (Euthamia graminifolia).
Wetland “K” (Area = ± 0.14 AC)
Wetland “K” is an old man-made farm pond which has overgrown with emergent vegetation.
Soils in this wetland are mapped as Erie channery silt loam, 3 to 8 percent slopes, with a hydric
rating of 5. There was ± 4-20” of standing water at times of site visits. Hydrology of this wetland
originates from surface runoff of surrounding upland areas to the west. Dominant vegetation in
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this wetland includes willows (Salix spp.), sensitive fern (Onoclea sensibilis), reed canary
(Phalaris arundinacea), wool grass (Scirpus cyperinus), and grass-leaved goldenrod (Euthamia
graminifolia). This wetland appears to be isolated and may be non-jurisdictional, subject to
USACE final determination.
Wetland “L” (Area = ± 0.07 AC)
Wetland “L” is a wetland pocket located at the conjunction of Stream C and Stream A in the
center portion of the area of interest. There was ± 3” of standing water at times of site visits in
November. Hydrology of this wetland originates from the adjacent stream as well as
runoff/drainage from surrounding upland and wetland areas to the northwest. This wetland drains
to the southeast through Stream “A.” Dominant vegetation in this wetland includes willows
(Salix spp.) and sensitive fern (Onoclea sensibilis).
Wetland “M” (Area = ± 0.07 AC)
Wetland “M” is a wetland pocket located in the northern portion of the area of interest. There
was ± 2” of standing water at times of site visits in November. Hydrology of this wetland
originates from runoff/drainage from surrounding upland and wetland areas to the north and
northwest. This wetland drains to the southeast through the ephemeral portion of Stream “A.”
Dominant vegetation in this wetland includes sensitive fern (Onoclea sensibilis), reed canary
(Phalaris arundinacea), calico aster (Symphyotrichum lateriflorum), and moneywort
(Lysimachia nummularia).
Wetland “N” (Area = ± 0.10 AC)
Wetland “N” is a wetland pocket located in the northern portion of the area of interest. There was
± 3” of standing water at times of site visits in November. Hydrology of this wetland originates
from runoff/drainage from surrounding upland to the north and west. This wetland drains
southeast through the ephemeral portion of Stream “A” to Wetland “M.” Dominant vegetation
in this wetland includes reed canary (Phalaris arundinacea), joe-pye weed (Eutrochium
purpureum), and green ash (Fraxinus pensylvanica).
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STREAMS IN AREA OF INTEREST:
Stream “A” ( ± 2,810 LF)
Stream “A” runs through a large portion of the area of interest. This stream runs through
Wetlands “M” and “L” in the southeast direction, starting from the southeast corner of Wetland
“N.” The stream has an ephemeral flow regime from the northeast corner until approximately
120 feet southeast of Wetland “L” where the stream becomes more defined and has more of an
intermittent flow regime. This stream continues southeast and then bends and flows in the
northeast direction into Wetland “A” in the northeastern portion of the site. Stream “A” is ± 620
LF ephemeral stream and ± 2,190 LF of intermittent stream. This stream varies in dimension
from ± 5-10 feet wide, to ± 1-3 feet deep.
Stream “B” ( ± 555 LF)
Stream “B” is a perennial stream which runs through the northeastern parcel within the area of
interest. This stream runs in the northern direction. This stream varies in dimension from ± 3-5
feet wide and ± 1-2 feet deep at OHWM.
Stream “C” ( ± 750 LF)
Stream “C” is located in the center portion of the area of interest. This stream has an ephemeral
flow regime. It is approximately 18 inches wide and OHWM is not detectable. This stream
collects overland flow from a drainage swale to the southwest and carries water to Stream “A.”
Stream “D” ( ± 100 LF)
Stream “D” is an ephemeral stream (man-made ditch) approximately 100 feet in length located
near the southern boundary of the area of interest. This stream runs in the northern direction and
carries water to the small pocket of Wetland “H” during storm events, which is connected to the
larger portion of the wetland through a culvert. This stream receives runoff of surrounding
upland areas to the west and south.
Stream “E” ( ± 930 LF)
Stream “E” is in the southwestern portion of the area of interest. This stream appears to have an
ephemeral flow regime. The stream collects surface runoff and flows southeast off the project
site.
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CONCLUSIONS
Within the area of interest, fourteen (14) wetlands (Wetlands “A” through “N”) were identified
and field delineated by BME Associates based on the presence of all three parameters for federal
jurisdictional wetlands (Appendix A, Exhibits 6, & 7). Furthermore, five (5) streams were
observed, and their flow regimes evaluated (Streams “A” through “E”). Based on our field
observations, Wetlands B, C, D, G, F, H, and K appear to be isolated and may be non-
jurisdictional, subject to USACE final determination. On behalf of Norbut Solar Farms, BME
Associates is requesting an Approved Jurisdictional Determination for the subject site.
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• Department of the Army. 1987. Corps of Engineers Wetlands Delineation Manual, Technical
Report Y-87-1. Corps of Engineers, Waterways Experiment Station. Vicksburg, Mississippi.
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Ecological Communities of New York State. Second Edition. A revised and expanded edition of
Carol Reschke's Ecological Communities of New York State. New York Natural Heritage
Program, New York State Department of Environmental Conservation, Albany, NY.
• Federal Interagency Committee for Wetland Delineation. 1989. Identifying and Delineating
Jurisdictional Wetlands. U. S. Army Corps of Engineers, U.S. Environmental Protection Agency,
U. S. Fish and Wildlife Service, and U.S.D.A. Soil Conversation Service, Washington, DC.
Cooperative Technical Publication.
• Munsell Color. (Revised) 2009. Munsell Soil Color Charts. X-Rite Incorporated. Grand Rapids,
Michigan USA.
• National Wetland Inventory Maps, U.S. Department of the Interior, Fish and Wildlife Service,
National Wetland Inventory, St. Petersburg, FL.
• Newcomb, L. 1977. Newcomb’s Wildflower Guide. Hachette Book Group, Inc. New York, NY.
• New York State Department of Environmental Conservation Freshwater Wetlands Maps,
NYSDEC, New York.
• Ogden, E.C. 1981. Field Guide to Northeastern Ferns. Contributions to a Flora of New York State
III, R.S. Mitchell (Ed.), Bull. 444, New York State Museum, Albany, NY 122 pp.
• Reed, P.B., Jr. 1995. National List of Plant Species That Occur in Wetlands: Northeast (Region 1).
U.S. Fish and Wildlife Service Biological Report 88(26.1). St. Petersburg, FL.
• Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and
Northeast Region, January 2012, Volume 2.0.
• U.S.D.A. Soil Conversation Service. 1986. Soil Survey of Monroe County, New York. USDA
SCS. Washington, DC.
• U.S.D.A. Soil Conversation Service. 1991. Hydric Soils of the United States. Miscellaneous
Publication No. 1491. Washington, DC.
• U.S.D.A. Soil Conservation Service. 2017, V. 8.1. National Hydric Soils List. Lincoln, NE.
• Williams, A.E. 1992. Clarification and Interpretation of the 1987 Manual. U.S. Army Corps of
Engineers March 6, 1992 Memorandum. USACE. Washington, DC.
• U.S Army Corps of Engineers 2018. National Wetland Plant List, Version 3.4
BME Wetland Field Delineators
Martin Janda, Abigail Lanterman, Jenna Lynch
APPENDIX A
Exhibits 1 – 7
Exhibit 1 – Aerial Site Location Map
Exhibit 2 – USGS Quadrangle
Exhibit 3 – USFWS National Wetlands Inventory
Exhibit 4 – NYSDEC Environmental Resource Mapper
Exhibit 5 – NRCS Soil Survey
Exhibit 6 – Aerial Wetland Delineation Map
Exhibit 7 – Photo Location Map
10
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APPENDIX B
Site Photographs
Norbut Solar Danby Site Photos
Photo 1:Upland,facing north
Photo 2:Upland, facing east
Norbut Solar Danby Site Photos
Photo 3:Upland,facing south
Photo 4: Upland, facing west
Norbut Solar Danby Site Photos
Photo 5:Boundary of Wetland E,facing north
Photo 6: Facing upland east of Wetland E
Norbut Solar Danby Site Photos
Photo 7:Facing south,boundary of Wetland E
Photo 8: Facing west into Wetland E
Norbut Solar Danby Site Photos
Photo 9:Wetland E,facing north
Photo 10: Wetland E, facing east
Norbut Solar Danby Site Photos
Photo 11:Wetland E,facing south
Photo 12: Wetland E,facing west
Norbut Solar Danby Site Photos
Photo 13:Wetland D,facing north
Photo 14: Wetland D, facing east
Norbut Solar Danby Site Photos
Photo 15:Wetland D,facing south
Photo 16: Wetland D, facing west
Norbut Solar Danby Site Photos
Photo 17:Upland,facing north
Photo 18: Upland, facing east
Norbut Solar Danby Site Photos
Photo 19:Upland,facing south
Photo 20: Upland, facing west
Norbut Solar Danby Site Photos
Photo 21:Culvert between Wetlands B and C,facing north
Photo 22: At culvert between wetlands B and C, facing east
Norbut Solar Danby Site Photos
Photo 23:At culvert between wetlands B and C,facing south
Photo 24: At culvert between wetlands B and C, facing west
Norbut Solar Danby Site Photos
Photo 25:Upland,facing north
Photo 26: Upland, facing east
Norbut Solar Danby Site Photos
Photo 27:Upland,facing south
Photo 28: Upland,facing west
Norbut Solar Danby Site Photos
Photo 29:Upland field,facing north
Photo 30: Upland field, facing east
Norbut Solar Danby Site Photos
Photo 31:Upland field,facing south
Photo 32:Upland field, facing west
Norbut Solar Danby Site Photos
Photo 33:At Stream A,facing north
Photo 34: At Stream A, facing east
Norbut Solar Danby Site Photos
Photo 35:At Stream A,facing south
Photo 36: At Stream A, facing west
Norbut Solar Danby Site Photos
Photo 37:Upland,facing north
Photo 38: Upland, facing east
Norbut Solar Danby Site Photos
Photo 39:Upland,facing south
Photo 40: Upland, facing west
Norbut Solar Danby Site Photos
Photo 41:Wetland G border,facing north
Photo 42: Wetland G border, facing east
Norbut Solar Danby Site Photos
Photo 43:Wetland G border,facing south
Photo 44: Wetland G border, facing west (toward wetland)
Norbut Solar Danby Site Photos
Photo 45:Upland,facing north
Photo 46:Upland, facing east
Norbut Solar Danby Site Photos
Photo 47:Upland,facing south
Photo 48: Upland, facing west
Norbut Solar Danby Site Photos
Photo 49:Wetland F,facing north
Photo 50: Wetland F, facing east
Norbut Solar Danby Site Photos
Photo 51:Wetland F,facing south
Photo 52: Wetland F, facing west
Norbut Solar Danby Site Photos
Photo 53:Upland,facing north
Photo 54: Upland, facing east
Norbut Solar Danby Site Photos
Photo 55:Upland,facing south
Photo 56: Upland, facing west
Norbut Solar Danby Site Photos
Photo 57:Upland,facing north
Photo 58: Upland, facing east
Norbut Solar Danby Site Photos
Photo 59:Upland,facing south
Photo 60: Upland, facing west
Norbut Solar Danby Site Photos
Photo 61:Upland,facing north
Photo 62: Upland, facing east
Norbut Solar Danby Site Photos
Photo 63:Upland,facing south
Photo 64: Upland, facing west
Norbut Solar Danby Site Photos
Photo 65:Wetland H,facing north
Photo 66: Wetland H, facing east
Norbut Solar Danby Site Photos
Photo 67:Wetland H,facing south
Photo 68: Wetland H, facing west
Norbut Solar Danby Site Photos
Photo 69:Upland,facing north
Photo 70: Upland, facing east
Norbut Solar Danby Site Photos
Photo 71:Upland,facing south
Photo 72: Upland, facing west
Norbut Solar Danby Site Photos
Photo 73:Upland,facing north
Photo 74: Upland, facing east
Norbut Solar Danby Site Photos
Photo 75:Upland,facing south
Photo 76: Upland, facing west
Norbut Solar Danby Site Photos
Photo 77:Culvert,facing downstream of Stream C
Photo 78: Facing upstream/culvert of overland flow into Stream C
Norbut Solar Danby Site Photos
Photo 79:Facing downstream of Stream C
Photo 80: Facing upstream of Stream C
Norbut Solar Danby Site Photos
Photo 81:Wetland I,facing north
Photo 82: Wetland I, facing east
Norbut Solar Danby Site Photos
Photo 83:Wetland I,facing south
Photo 84: Wetland I, facing west
Norbut Solar Danby Site Photos
Photo 85:Facing downstream of Stream C
Photo 86: Facing upstream of Stream C
Norbut Solar Danby Site Photos
Photo 87:Wetland J,facing north
Photo 88: Wetland J, facing east
Norbut Solar Danby Site Photos
Photo 89:Wetland J,facing south
Photo 90: Wetland J, facing west
Norbut Solar Danby Site Photos
Photo 91:Wetland J,facing north
Photo 92: Wetland J, facing east
Norbut Solar Danby Site Photos
Photo 93:Wetland J,facing south
Photo 94: Wetland J, facing west
Norbut Solar Danby Site Photos
Photo 95:At stream A,facing north
Photo 96: At stream A, facing east
Norbut Solar Danby Site Photos
Photo 97:At stream A,facing south
Photo 98: At stream A, facing west
Norbut Solar Danby Site Photos
Photo 99:Upland,facing north
Photo 100: Upland, facing east
Norbut Solar Danby Site Photos
Photo 101:Upland,facing south
Photo 102: Upland, facing west
Norbut Solar Danby Site Photos
Photo 103:Wetland K,facing north
Photo 104: Wetland K, facing east
Norbut Solar Danby Site Photos
Photo 105:Wetland K,facing south
Photo 106: Wetland K, facing west
Norbut Solar Danby Site Photos
Photo 107:Upland,facing north
Photo 108: Upland, facing east
Norbut Solar Danby Site Photos
Photo 109:Upland,facing south
Photo 110: Upland, facing west
Norbut Solar Danby Site Photos
Photo 111:Ephemeral Stream A,downstream
Photo 112: Ephemeral stream A, upstream
Norbut Solar Danby Site Photos
Photo 113:Upland,facing north
Photo 114: Upland, facing east
Norbut Solar Danby Site Photos
Photo 115:Upland,facing south
Photo 116: Upland, facing west
Norbut Solar Danby Site Photos
Photo 117:Wetland L,facing north
Photo 118: Wetland L, facing easr
Norbut Solar Danby Site Photos
Photo 119:Wetland L.facing south
Photo 120: Wetland L, facing west
Norbut Solar Danby Site Photos
Photo 121:Ephemeral Stream A,.downstream
Photo 122: Ephemeral Stream A, upstream
Norbut Solar Danby Site Photos
Photo 123:Wetland M,facing north
Photo 124: Wetland M, facing east
Norbut Solar Danby Site Photos
Photo 125:Wetland M,facing south
Photo 126: Wetland M, facing west
Norbut Solar Danby Site Photos
Photo 127:Upland,facing north toward Wetland M
Photo 128: Upland, facing east
Norbut Solar Danby Site Photos
Photo 129:Upland,facing south
Photo 130: Upland, facing west
Norbut Solar Danby Site Photos
Photo 131:Wetland N,facing north
Photo 132: Wetland N, facing east
Norbut Solar Danby Site Photos
Photo 133:Wetland N,facing south
Photo 134: Wetland N, facing west
Norbut Solar Danby Site Photos
Photo 135:Upland,facing north
Photo 136: Upland, facing east
Norbut Solar Danby Site Photos
Photo 137:Upland,facing south
Photo 138: Upland, facing west
Norbut Solar Danby Site Photos
Photo 139:Upland,facing north
Photo 140: Upland, facing east
Norbut Solar Danby Site Photos
Photo 141:Upland,facing south
Photo 142: Upland, facing west
Norbut Solar Danby Site Photos
Photo 143:Upland,facing north
Photo 144: Upland, facing east
Norbut Solar Danby Site Photos
Photo 145:Upland,facing south
Photo 146: Upland, facing west
Norbut Solar Danby Site Photos
Photo 147:Upland,facing north
Photo 148: Upland, facing east
Norbut Solar Danby Site Photos
Photo 149:Upland,facing south
Photo 150: Upland, facing west
Norbut Solar Danby Site Photos
Photo 151:Upland,facing north
Photo 152: Upland, facing east
Norbut Solar Danby Site Photos
Photo 153:Upland,facing south
Photo 154: Upland, facing west
Norbut Solar Danby Site Photos
Photo 155:Intermittent Stream A,facing downstream
Photo 156: Intermittent Stream A, facing upstream
Norbut Solar Danby Site Photos
Photo 157:Wetland A,facing north
Photo 158: Wetland A, facing east
Norbut Solar Danby Site Photos
Photo 159:Wetland A,facing south
Photo 160: Wetland A, facing west
Norbut Solar Danby Site Photos
Photo 161:Wetland A,facing north
Photo 162: Wetland A, facing east
Norbut Solar Danby Site Photos
Photo 163:Wetland A,facing south
Photo 164: Wetland A, facing west
Norbut Solar Danby Site Photos
Photo 165:Upland,facing north
Photo 166: Upland, facing east
Norbut Solar Danby Site Photos
Photo 167:Upland,facing south
Photo 168: Upland, facing west
APPENDIX C
Data Forms