7 21004 240202 Rev D SPDETAIL #
SEE DRAWING # FOR DETAIL
DETAIL REFERENCE TAG:
SECTION CUT DIRECTION
SECTION LETTER
SEE DRAWING #
FOR SECTION
SECTION REFERENCE TAG:
POND INDICATOR:
SUB-CATCHMENT
INDICATOR:
REACH INDICATOR:
LEGEND:
REVISION INDICATOR:
1
D1
A
D1
X 1S
1P
1R
TP #
PT # PERCOLATION TEST:
TEST HOLE:
EXISTING STRUCTURES/OBJECTS/UTILITIES
SURVEYED AND OR FIELD VERIFIED:
EXISTING STRUCTURES/OBJECTS/UTILITIES
NOT VERIFIED BY SURVEY OR
FIELD DOCUMENTATION:
PROPOSED STRUCTURES/OBJECTS/
UTILITIES:
LINE TYPE:
SYMBOLS/ABBREVIATIONS:
GRAVITY SANITARY SEWER
PRESSURE SANITARY SEWER
STORM SEWER
PROPERTY LINE:
EXISTING MAJOR CONTOUR LINES:
EXISTING MINOR CONTOUR LINES:
SHORELINE/STREAM:
PROPOSED MINOR CONTOUR LINES:
PROPOSED MAJOR CONTOUR LINES:100
100
99
99
SWALE:
(IN FEET)
0100'50'100'200'
SITE LOCATION
GRID-LOCATION PLAN
SCALE: N.T.S.
REV #DATE ISSUED / REVISIONS
FREYER - TAX #: 227.14-1-9
LAKE GEORGE
NORTH1 SITE SETTING
SCALE: SEE GRAPHIC SCALE
PILOT KNOB ROAD
PULVER ROAD
10/03/2023 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SITE PLAN REVIEW
NOT FOR CONSTRUCTION
LAUREN AND CHRISTIAN FREYER
WATERFRONT DEVELOPMENT
121 PILOT KNOB ROAD
TOWN OF QUEENSBURY, NEW YORK
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.PHONE: (518) 792-2907
PRO #
JARRETT En gineers, PLLC
Civil & Environmental En gineerin g
21-004
LAKE
GEORGE
(WARNER BAY)
FREYER - TAX #: 227.14-1-17
PROPOSED BUILDING LOCATION
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
11/06/2023 B REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)
01/11/2024 C REVISED PER TOWN OF QUEENSBURY PLANNING BOARD COMMENTS
(NO CHANGE THIS SHEET)
02/02/2024 D REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)
T
CIRF
IPF
IPF
IPF
CIRF
Adjoining
B
u
i
l
d
i
n
g
Garag
e
Barn DockIPF
3453
4
5
34034
0 340335335330
330
325 325325
325325325 320320320320S 6
3
°
1
5
'
3
2
"
E
62.
8
6
'34.95'N 34°21'34" WN 81°08'
3
3
"
W
34.30'250.87'S 31°06'26" WN 31°18'36" E244.56'(Tie
L
i
n
e
)
82
'
±
A
l
o
n
g
S
h
o
r
e
2'± To Shore
.3'± To Shore
Area
15949.0 Sq. Feet
0.37 Acres
S 81°08'3
0
"
E
275.73'
S 35°48'20" W
15.69'108.95'S 32°28'43" W63.74'108.13'S 26°19'11" W56.29'S 34°44'17" WS 21°59'58" W200.73'
N 78°3
8
'
1
6
"
WN 17°12'15" E324.33'Area
75031.1 Sq. Feet
1.72 Acres
F.F=3
3
6
.
5
3
'
F.F=3
3
4
.
0
8
'
Threshol
d
=
3
4
1
.
0
6
'1.0'±11.0'±17.
0
'
±
Lands N/F of
Donald & Marilyn Ball
B:4629 P:298
Lands N/F of
Donald & Marilyn Ball
B:4629 P:298
227.14-1-7
Lands N/F of
James A. & Margaret A. Amann
B:3650 P:39
227.14-1-10
Lands N/F of
Mary LaForte
B:3181 P:212
227.14-1-18
Lands N/F of
Vincent Andretta
B:1048 P:146
227.14-1-16
Lands N/F of
Vincent J. Andretta
B:1424 P:100
227.14-1-15
U.P. NM292
U.P.
WLF A9
WLF A8
WLF A7
WLF A6
WLF A5
WLF A4
WLF A3
WLF A2
WLF A1
WLF B1
WLF B2
WLF B3
WLF B4
WLF B5
WLF B6
WLF B7
WLF B8
WLF B9
WLF B10
WLF B11
U.P. 293-1
U.P. NG293
U.P. VZ43
U.P. VZ43 w/ Telecomm. Pedestal
U.P. GN293-1
CB
CB
Septic Cover
Flag Pole
Sign "Blind and Deaf"
Stop Sign
Street Sign
Timber Planters
Rip Rap
Sp
r
i
n
gEdge Wet AreaEdge Wet AreaStream18" CM
P
Old Foundation Pad
4" PVC
10" Triple Basswood
10" Ash
10" Spruce
24" Hemlock
10" Cedar
10" Quad Maple
24" Hemlock
24" Hemlock
18" Triple Birch
8" Spruce
10" Spruce12" Poplar
12" Poplar 18" Oak
15" Maple
24" Ash
8" Maple
10" Cherry
18" Pine Snag
24" Maple
24" Pine
28" Pine
14" Maple
24" Pine
28" Pine
18" TamarackMean High WaterMea
n
H
i
g
h
W
a
t
e
r
24" Maple
12" Ash
24" Hemlock
28" Dead Pine
15" Oak
10" Ash
15" Oak
15" Ash
28" Cottonwood
18" Oak
30" Oak
14" Hickory
28" Oak
28" Oak
24" Oak
48" Maple
12" Cedar
52" Maple
48" Maple
28" Maple
18" Ash
18" Basswood
28" Maple
18" Maple
18" Maple
24" White Pine
Asphalt DriveSt
re
am
Edge of wet areaRock Outcrop
Rock Outcrop
Rock Outcrop
Rock Outcrop
Rock Outcrop
Rock Outcrop
Steel Bench
Swing Set on Concrete Pad
Well
ConcreteConcr
e
t
e
Gas Valv
e
Electric M
e
t
e
rDeck32" Pine Canopy Dia. - 30'
Canopy Dia. - 50'
Canopy Dia. - 40'Canopy Dia. - 30'
Canopy Dia. - 15'
Canopy Dia. - 70'
Canopy Dia. - 40'
Canopy Dia. - 20'
Canopy Dia. - 30'
Canopy Dia. - 30'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 20'
Canopy Dia. - 50'
Canopy Dia. - 40'
Canopy Dia. - 25'
Canopy Dia. - 45'
Canopy Dia. - 60'
Canopy Dia. - 30'
Canopy Dia. - 25'
Canopy Dia. - 25'
Canopy Dia. - 15'
24" HemlockCanopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 20'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 15'
Canopy Dia. - 10'
Canopy Dia. - 30'
Canopy Dia. - 10'
Canopy Dia. - 15'
Canopy Dia. - 50'Canopy Dia. - 15'
Canopy Dia. - 15'
Canopy Dia. - 15'
Canopy Dia. - 15'
12" Tree
Canopy Dia. - 40'
Canopy Dia. - 20'
Canopy Dia. - 15'
Canopy Dia. - 40'
Canopy Dia. - 30'
Canopy Dia. - 50'
Canopy Dia. - 25'
Canopy Dia. - 25'
Canopy Dia. - 25'
S
e
a
W
a
l
l
324.
0
323.
0
322.
0
321.0
32
1
.
0
324.
0
321.0
323.0
322.0
3
3
0
.
0
325.
0
3
3
5
.
0
330.0335.0Stream
Map Reference
Map of a survey made for
Richard & Marian J. Philo
Dated: December 12, 2001
By: Van Dusen & Steves
Land Surveyors
Deed Reference
Marian F. Philo
To
Christian E. Freyer and
Lauren W. Freyer, 1
2 interest
and
Timothy R. Welles and
Karen L. Welles, 12 interest
Dated: July 07, 2020
Recorded on: July 20, 2020
B:6144 P:79
Two Sto
r
y
W
o
o
d
F
r
a
m
e
H
o
u
s
e
18" CMP
18" CMP
Inv. = 321.33'
Inv. = 322.34'
18" CMP
Inv. = 320.47'
18" CMP
Inv. = 321.21'
24" CPP
Inv. = 338.42'
24" CPP
Inv. = 338.42'
36" CMP
Inv.=333.43'
Inv.=325.97'
Inv.=327.98'
NAIL FOUND
NAIL FOUND
IRF
TP # 211111-01
PT # 211111-01
TP # 211111-02
TP # 211111-03
PT # 211111-02
TP # 211111-04
TP # 211111-05
TP # 211111-06
TP # 211111-07
APA WETLAND FLAG Z3
(12/1/2021 DELINEATION)
RESIDENCE
DRIVEWAY
GARAGE
STREAM
PROPERTY LINE
STREAM
APA WETLANDS (DELINEATED 04/24/2021)
PARCEL #: 227.14-1-17
PARCEL #: 227.14-1-9
APA WETLANDS (DELINEATED 04/24/2021)
LAKE GEORGE MHW
EXISTING WASTEWATER SYSTEM
PORTION OF PULVER ROAD
WITHIN PROPERTY BOUNDARIES
(IN FEET)
040'20'40'80'
GENERAL NOTES:
G-1) SURVEY & MAP INFORMATION PROVIDED BY VAN DUSEN & STEVES LAND SURVEYORS, TITLED "MAP OF A
TOPOGRAPHIC SURVEY MADE FOR CHRISTIAN E. & LAUREN W. FREYER AND TIMOTHY R. & KAREN L. WELLES". DATED: APRIL
27TH, 2021.
G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK
(1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING
CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY
ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED.
REV #DATE ISSUED / REVISIONS
2 EXISTING CONDITIONS
SCALE: SEE GRAPHIC SCALE
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
EXISTING CONDITIONS PLAN EX1
WATERFRONT DEVELOPMENT
WELLES
121 PILOT KNOB RD.
QUEENSBURY, NEW YORK
FEBRUARY 2024 PRO # 21-004 SHEET: 2 OF 8
BASESHEET: 22 x 34 02/02/2024 11:30 AM
ROBERT U. HOLMES II
P.E. # 082026
2024GRID10/03/2023 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SITE PLAN REVIEW
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
11/06/2023 B REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)
01/11/2024 C REVISED PER TOWN OF QUEENSBURY PLANNING BOARD COMMENTS
(INCLUDED SHADING AND CALLOUT FOR AREA OF PULVER ROAD WITHIN PROPERTY)
C
NOT FOR CONSTRUCTION
02/02/2024 D REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)
T
CIRF
IPF
IPF
IPFDock
IPF
325 325325
325325 320320320320S
6
3
°
1
5
'
3
2
"
E
62
.
8
6
'34.95'N 34°21'34" WN 81°08'
3
3
"
W
34.30'250.87'S 31°06'26" WN 31°18'36" E244.56'(Tie
L
i
n
e
)
82
'
±
A
l
o
n
g
S
h
o
r
e
2'± To Shore
.3'± To Shore
Area
15949.0 Sq. Feet
0.37 Acres
S 81°08'
3
0
"
E
275.73'
Lands N/F of
Mary LaForte
B:3181 P:212
227.14-1-18
Lands N/F of
Vincent Andretta
B:1048 P:146
227.14-1-16
Lands N/F of
Vincent J. Andretta
B:1424 P:100
227.14-1-15
WLF A9
WLF A8
WLF A7
WLF A6
WLF A5
WLF A4
WLF A3
WLF A2
WLF A1
WLF B1
WLF B2
WLF B3
WLF B4
U.P. 293-1
Edge Wet Area10" Triple Basswood
10" Ash
10" Spruce
24" Hemlock
24" Hemlock
18" Triple Birch Mean High WaterMe
a
n
H
i
g
h
W
a
t
e
r
24" Maple
12" AshSt
re
am
Edge of wet areaRock Outcrop
Canopy Dia. - 20'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 15'
Canopy Dia. - 10'
Canopy Dia. - 30'
S
e
a
W
a
l
l
324.
0
323.
0
322.
0
321.0
3
2
1
.
0
324.
0
321.0
323.0
322.0
Christian E. Freyer and
Lauren W. Freyer, 1
2 interest
Timothy R. Welles and
Karen L. Welles, 1
2 interest
Dated: July 07, 2020
Recorded on: July 20, 2020
B:6144 P:79
18" CMP
18" CMP
Inv. = 321.33'
Inv. = 322.34'
18" CMP
Inv. = 320.47'
18" CMP
Inv. = 321.21'
NAIL FOUND
NAIL FOUND
50'
SHORELINE
SETBACK
50'
WETLAND
SETBACK
20' SIDE
SETBACK
25'-7"
FRONT
SETBACK
50'
SHORELINE
SETBACK
20' SIDE
SETBACK
LIMITS OF BUILDING ENVELOPE
ONCE SETBACKS FROM PROPERTY
LINES, SHORELINE, AND WETLANDS
ARE TAKEN INTO ACCOUNT
(IN FEET)
020'10'20'40'
REV #DATE ISSUED / REVISIONS
2 EXISTING CONDITIONS: BUILDING ENVELOPE PLAN
SCALE: SEE GRAPHIC SCALE
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
BUILDING ENVELOPE PLAN EX2
WATERFRONT DEVELOPMENT
WELLES
121 PILOT KNOB RD.
QUEENSBURY, NEW YORK
FEBRUARY 2024 PRO # 21-004 SHEET: 3 OF 8
BASESHEET: 22 x 34 02/02/2024 11:30 AM
ROBERT U. HOLMES II
P.E. # 082026
2024GRID10/03/2023 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SITE PLAN REVIEW
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
11/06/2023 B REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)
01/11/2024 C REVISED PER TOWN OF QUEENSBURY PLANNING BOARD COMMENTS
(NEW DRAWING SHEET)
NOT FOR CONSTRUCTION
02/02/2024 D REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)
T
CIRF
IPF
IPF
IPF
CIRF
Adjoining
B
u
i
l
d
i
n
g
Garag
e
Barn DockIPF
3453
4
5
34034
0 340335335330
330
325 325325
325325325 320320320320S 6
3
°
1
5
'
3
2
"
E
62.
8
6
'34.95'N 34°21'34" WN 81°08'
3
3
"
W
34.30'250.87'S 31°06'26" WN 31°18'36" E244.56'(Tie
L
i
n
e
)
82
'
±
A
l
o
n
g
S
h
o
r
e
2'± To Shore
.3'± To Shore
Area
15949.0 Sq. Feet
0.37 Acres
S 81°08'3
0
"
E
275.73'
S 35°48'20" W
15.69'108.95'S 32°28'43" W63.74'108.13'S 26°19'11" W56.29'S 34°44'17" WS 21°59'58" W200.73'
N 78°3
8
'
1
6
"
WN 17°12'15" E324.33'Area
75031.1 Sq. Feet
1.72 Acres
F.F=3
3
6
.
5
3
'
F.F=3
3
4
.
0
8
'
Threshol
d
=
3
4
1
.
0
6
'1.0'±11.0'±17.
0
'
±
Lands N/F of
Donald & Marilyn Ball
B:4629 P:298
Lands N/F of
Donald & Marilyn Ball
B:4629 P:298
227.14-1-7
Lands N/F of
James A. & Margaret A. Amann
B:3650 P:39
227.14-1-10
Lands N/F of
Mary LaForte
B:3181 P:212
227.14-1-18
Lands N/F of
Vincent Andretta
B:1048 P:146
227.14-1-16
Lands N/F of
Vincent J. Andretta
B:1424 P:100
227.14-1-15
U.P. NM292
U.P.
WLF A9
WLF A8
WLF A7
WLF A6
WLF A5
WLF A4
WLF A3
WLF A2
WLF A1
WLF B1
WLF B2
WLF B3
WLF B4
WLF B5
WLF B6
WLF B7
WLF B8
WLF B9
WLF B10
WLF B11
U.P. 293-1
U.P. NG293
U.P. VZ43
U.P. VZ43 w/ Telecomm. Pedestal
U.P. GN293-1
CB
CB
Septic Cover
Flag Pole
Sign "Blind and Deaf"
Stop Sign
Street Sign
Timber Planters
Rip Rap
Sp
r
i
n
gEdge Wet AreaEdge Wet AreaStream18" CM
P
Old Foundation Pad
4" PVC
10" Triple Basswood
10" Ash
10" Spruce
24" Hemlock
10" Cedar
10" Quad Maple
24" Hemlock
24" Hemlock
18" Triple Birch
8" Spruce
10" Spruce12" Poplar
12" Poplar 18" Oak
15" Maple
24" Ash
8" Maple
10" Cherry
18" Pine Snag
24" Maple
24" Pine
28" Pine
14" Maple
24" Pine
28" Pine
18" TamarackMean High WaterMea
n
H
i
g
h
W
a
t
e
r
24" Maple
12" Ash
24" Hemlock
28" Dead Pine
15" Oak
10" Ash
15" Oak
15" Ash
28" Cottonwood
18" Oak
30" Oak
14" Hickory
28" Oak
28" Oak
24" Oak
48" Maple
12" Cedar
52" Maple
48" Maple
28" Maple
18" Ash
18" Basswood
28" Maple
18" Maple
18" Maple
24" White Pine
Asphalt DriveSt
re
am
Edge of wet areaRock Outcrop
Rock Outcrop
Rock Outcrop
Rock Outcrop
Rock Outcrop
Rock Outcrop
Steel Bench
Swing Set on Concrete Pad
Well
ConcreteConcr
e
t
e
Gas Valv
e
Electric M
e
t
e
rDeck32" Pine Canopy Dia. - 30'
Canopy Dia. - 50'
Canopy Dia. - 40'Canopy Dia. - 30'
Canopy Dia. - 15'
Canopy Dia. - 70'
Canopy Dia. - 40'
Canopy Dia. - 20'
Canopy Dia. - 30'
Canopy Dia. - 30'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 20'
Canopy Dia. - 50'
Canopy Dia. - 40'
Canopy Dia. - 25'
Canopy Dia. - 45'
Canopy Dia. - 60'
Canopy Dia. - 30'
Canopy Dia. - 25'
Canopy Dia. - 25'
Canopy Dia. - 15'
24" HemlockCanopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 20'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 15'
Canopy Dia. - 10'
Canopy Dia. - 30'
Canopy Dia. - 10'
Canopy Dia. - 15'
Canopy Dia. - 50'Canopy Dia. - 15'
Canopy Dia. - 15'
Canopy Dia. - 15'
Canopy Dia. - 15'
12" Tree
Canopy Dia. - 40'
Canopy Dia. - 20'
Canopy Dia. - 15'
Canopy Dia. - 40'
Canopy Dia. - 30'
Canopy Dia. - 50'
Canopy Dia. - 25'
Canopy Dia. - 25'
Canopy Dia. - 25'
S
e
a
W
a
l
l
324.
0
323.
0
322.
0
321.0
32
1
.
0
324.
0
321.0
323.0
322.0
3
3
0
.
0
325.
0
3
3
5
.
0
330.0335.0Stream
Map Reference
Map of a survey made for
Richard & Marian J. Philo
Dated: December 12, 2001
By: Van Dusen & Steves
Land Surveyors
Deed Reference
Marian F. Philo
To
Christian E. Freyer and
Lauren W. Freyer, 1
2 interest
and
Timothy R. Welles and
Karen L. Welles, 12 interest
Dated: July 07, 2020
Recorded on: July 20, 2020
B:6144 P:79
Two Sto
r
y
W
o
o
d
F
r
a
m
e
H
o
u
s
e
18" CMP
18" CMP
Inv. = 321.33'
Inv. = 322.34'
18" CMP
Inv. = 320.47'
18" CMP
Inv. = 321.21'
24" CPP
Inv. = 338.42'
24" CPP
Inv. = 338.42'
36" CMP
Inv.=333.43'
Inv.=325.97'
Inv.=327.98'
NAIL FOUND
NAIL FOUND
IRF
SITE PLAN4
C1
5
C2
WASTEWATER TREATMENT PLAN.
REFER TO WASTEWATER DESIGN
DRAWINGS BY JARRETT ENGINEERS,
PLLC, DATED 5/3/2022 AND APPROVED
BY THE QUEENSBURY BOARD OF
HEALTH ON JUNE 15, 2022
4
WW2
(IN FEET)
040'20'40'80'
REV #DATE ISSUED / REVISIONS
3 INDEX PLAN
SCALE: SEE GRAPHIC SCALE
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
INDEX PLAN INDX
WATERFRONT DEVELOPMENT
WELLES
121 PILOT KNOB RD.
QUEENSBURY, NEW YORK
FEBRUARY 2024 PRO # 21-004 SHEET: 4 OF 8
BASESHEET: 22 x 34 02/02/2024 11:30 AM
ROBERT U. HOLMES II
P.E. # 082026
2024GRID10/03/2023 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SITE PLAN REVIEW
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
11/06/2023 B REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)
01/11/2024 C REVISED PER TOWN OF QUEENSBURY PLANNING BOARD COMMENTS
(REVISED SITE LAYOUT)
NOT FOR CONSTRUCTION
02/02/2024 D REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)
T
CIRF
IPF
IPF
IPF
IPF
325 325325325 3203203203202'± To Shore
.3'± To Shore
Area
15949.0 Sq. Feet
0.37 Acres
Lands N/F of
Mary LaForte
B:3181 P:212
227.14-1-18
Lands N/F of
Vincent Andretta
B:1048 P:146
227.14-1-16
Lands N/F of
Vincent J. Andretta
B:1424 P:100
227.14-1-15
WLF A9
WLF A8
WLF A7
WLF A6
WLF A5
WLF A4
WLF A3
WLF A2
WLF A1
WLF B1
WLF B2
WLF B3
WLF B4
Edge Wet Area10" Spruce
24" Hemlock
10" Cedar
24" Hemlock
24" Hemlock
18" Triple Birch
8" SpruceMean High WaterMe
a
n
H
i
g
h
W
a
t
e
r
24" Maple
12" Ash
24" Hemlock
28" Dead PineSt
re
am
Edge of wet areaRock Outcrop
Rock Outcrop
Canopy Dia. - 40'
Canopy Dia. - 20'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 40'
Canopy Dia. - 15'
Canopy Dia. - 10'
Canopy Dia. - 15'
S
e
a
W
a
l
l
324.
0
323.
0
322.
0
321.0
3
2
1
.
0
324.
0
321.0
323.0
322.0 18" CMP
Inv. = 322.34'
18" CMP
Inv. = 320.47'
18" CMP
Inv. = 321.21'
NAIL FOUND
NAIL FOUND
W
2
D1
5
D1
PROPERTY LINE
PARKING TURNAROUND
1 12" HDPE FORCE MAIN;
(SEE REFERENCE SHEET WW2)
SHORELINE (LAKE GEORGE)
EDGE OF JURISDICTIONAL WETLAND
(LOCATED BY THE APA ON 4/26/2021
AND MAPPED BASED ON FIELD SURVEY)
PROPOSED WELL LOCATION
(MINIMUM 50' FROM
WASTEWATER TANKS)
PROPOSED PUMP STATION
(REFER TO WASTEWATER DESIGN DRAWINGS BY
JARRETT ENGINEERS, PLLC, DATED 5/3/2022 AND
APPROVED BY THE QUEENSBURY BOARD OF
HEALTH ON JUNE 15, 2022 )
PROPOSED HEAVY DUTY SEPTIC TANK
ENTRANCE PATHWAY TO BE MADE OF ORGANIC
MATERIAL (AT DIRECTION OF OWNER). SET PATH
FLUSH WITH LAWN AREA FOR STORMWATER
FLOW, OR PROVIDE CONVEYANCE BENEATH PATH
POTABLE WELL LINE
FORCE MAIN ALONG PULVER ROAD BY
EASEMENT FROM THE TOWN OF
QUEENSBURY; COORDINATE CONSTRUCTION
WITH THE QUEENSBURY HIGHWAY DEPARTMENT
PROPOSED 9' WIDE DRIVEWAY
ZONING VARIANCE #3:
HORIZONTAL SETBACK FROM PROPERTY LINE
TO DWELLING: 9'
ZONING VARIANCE #2:
HORIZONTAL SETBACK FROM WETLAND
TO DWELLING: 24'±
ZONING VARIANCE #1:
HORIZONTAL SETBACK FROM SHORELINE
TO DWELLING: 32'-6"'±50'-7"
50'±
10'
26'-9"
20'
65'-1"
106'-7"
PULVER
R
O
A
D
PR
O
P
O
S
E
D
RE
S
I
D
E
N
C
E
F.F
.
=
3
2
4
.
6
6
LAKE
GEORGE
PR
O
P
O
S
E
D
DRI
V
E
W
A
Y
PR
O
P
O
S
E
D
PA
T
I
O
F.F
.
=
3
2
3
.
6
6
PROPERTY LINE SETBACKS
3
D1
1
D1
ROOF EAVE LINE, TYP.
PROPOSED SITE DISTURBANCE:
14,298± SQ FT.
PROPOSED SITE DISTURBANCE:
14,298± SQ FT.50'-6"
69'-8"
54'
(IN FEET)
020'10'20'40'
REV #DATE ISSUED / REVISIONS
4 SITE PLAN: LAYOUT AND UTILITIES
SCALE: SEE GRAPHIC SCALE
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
SITE PLAN: LAYOUT & UTILITIES C1
WATERFRONT DEVELOPMENT
WELLES
121 PILOT KNOB RD.
QUEENSBURY, NEW YORK
FEBRUARY 2024 PRO # 21-004 SHEET: 5 OF 8
BASESHEET: 22 x 34 02/02/2024 11:30 AM
ROBERT U. HOLMES II
P.E. # 082026
2024GRID10/03/2023 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SITE PLAN REVIEW
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
NOTES:
CONFIRM HOUSE/GARAGE/PATIO ELEVATIONS WITH
ARCHITECTURAL PLANS; CONTACT ENGINEER IF DIFFERENCES
NO WELLS LOCATED ON NEIGHBORING PARCEL TO THE WEST
OR NEIGHBORING PARCEL TO THE SOUTH. (LAKE GEORGE
BORDERS PROPERTY ON NORTH AND EAST SIDES.)
11/06/2023 B REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(INCLUDED SITE DISTURBANCE LIMITS WITH LABEL, REVISED WET POND)
B
B
B
01/11/2024 C REVISED PER TOWN OF QUEENSBURY PLANNING BOARD COMMENTS
(UPDATED LAYOUT, GRADING, VARIANCE CHART, SITE DATA CHART, CALLOUTS)
ZONING (AREA) VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY
VARIANCE:REQUIRED:EXISTING:PREVIOUSLY
PROPOSED:
CURRENTLY
PROPOSED:
1) HORIZONTAL SETBACK FROM SHORELINE TO DWELLING (EAST SIDE)
(CHAPTER 179, ATTACHMENT 1)50'N/A 32'±32'-6"±
2) HORIZONTAL SETBACK FROM WETLAND TO DWELLING
(CHAPTER 179, ATTACHMENT 1)75'N/A 23'±24'±
3)HORIZONTAL SETBACK FROM PROPERTY LINE TO DWELLING (WEST SIDE)
(CHAPTER 179-3-040A (5)(B)(A))20'N/A 9'±9'±
4)
*MINIMUM PERCENT PERMEABLE (LOT COVERAGE) (CHAPTER 179-3-040A
(5)(B)(10)) *(THIS VARIANCE IS NO LONGER REQUESTED, ONLY SHOWN TO
ILLUSTRATE CONFORMANCE SINCE PREVIOUS APPLICATION)
75%N/A 73.40%75.80%
C
C
C
C
C
C
C
C
C
NOT FOR CONSTRUCTION
02/02/2024 D REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)
TIPF
IPF
IPF
IPF 3
2
5 325325320320320320 2'± To ShoreArea15949.0 Sq. Feet0.37 AcresLands N/F ofMary LaForteWLF
A7WLF
A6WLF
A5WLF
A4WLF
A3WLF
A2WLF
A1
Mean High Water Mean High WaterEdge of wet area
324.
0
323
.
0
32
2
.
0
3
2
1
.
0 321.032
4
.
0NAI
L
FOUNDNAI
L
FOUNDW324
35' SHORELINE BUFFER
(SEE RG SHORELINE BUFFER AREA
NOTES FOR PLANTING SPECS)
VEGETATED SWALE AD1PLANTING SPECS
INFILTRATION
BASIN
PROPOSED RESIDENCE
PROPOSED
PATIO
PROPOSED
DRIVEWAY
EXISTING DOCK
RG & RG-2
C2
6
D1
PROPOSED
SCREENED
PORCH
8"Ø ADS CULVERT OR
ADS "ADVANEDGE"
EDGE DRAIN (TYP.)
4
D1
SHORELINE BUFFER ALONG MAIN LAKE (NORTH
PROPERTY LINE) INCLUDES: 2 LARGE TREES,
19 SHRUBS, AND 35 HERBACEOUS PLANTS
SHORELINE BUFFER ALONG WETLAND (EAST
PROPERTY LINE) INCLUDES: 2 LARGE TREES,
25 SHRUBS, AND 53 HERBACEOUS PLANTS
323.5324.5
324.4
324.3
323.5324.3
324.2
318.5
323.2
323.5
323.5
323.4
32O.4
321.2
INV.
320.6
INV.
319.5
322.9 WIER EL.32O.9EROSION AND
SEDIMENT CONTROL
1
EC1
EROSION AND
SEDIMENT CONTROL
1
EC1
322.65 323.6323.6
323.6323.6
322.65
322.65
322.65 322.65
322.65 322322
320
319
323
321
323
321321
322
324
320 321
323
323
323
323
323320
.
8
WE
I
R
E
L
E
V
A
T
I
O
N
WET SWALE
WEIR EL: 320.8
TOP OF BERM:
321.1±
WET SWALE (RETENTION AREA "A" TOTAL BASIN
VOLUME: MIN. 800 CF (TO WEIR OUTLET/SPILLWAY)
(ASSUMED PERMANENT POOL ELEVATION 319.5')
TOP OF BERM:
321.1±
322.9 WIER EL.
(IN FEET)
010'5'10'20'
REV #DATE ISSUED / REVISIONS
5 GRADING/ STORMWATER PLAN
SCALE: SEE GRAPHIC SCALE
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
SITE PLAN: GRADING & SW C2
WATERFRONT DEVELOPMENT
WELLES
121 PILOT KNOB RD.
QUEENSBURY, NEW YORK
FEBRUARY 2024 PRO # 21-004 SHEET: 6 OF 8
BASESHEET: 22 x 34 02/02/2024 11:30 AM
ROBERT U. HOLMES II
P.E. # 082026
2024
GRID
INFILTRATION BASIN MAINTENANCE NOTES:
:
SEDIMENT ACCUMULATIONS OR HEAVY ORGANIC MATTER TO BE REMOVED AS NECESSARY. OUTLETS TO BE CHECKED FOR
EROSION AND REPAIRED/ UPGRADED AS SOON AS POSSIBLE. APPROPRIATE ELEVATIONS TO BE MAINTAINED ON ALL
FEATURES OF THE STORMWATER DEVICE.
VEGETATION:
VEGETATION TO BE PERMANENTLY MAINTAINED IN HEALTHY CONDITION AT ALL TIMES. THE PROPERTY OWNER IS
RESPONSIBLE FOR REGULAR WEEDING, IRRIGATION, PRUNING, AND OTHER PERMANENT MAINTENANCE OF ALL PLANTINGS
AS NEEDED.
COMPLIANCE:
UP KEEP, MAINTENANCE, PERIODIC INSPECTIONS AND REPORTING TO BE COMPLETED IN ACCORDANCE WITH THE EXECUTED
'STORMWATER CONTROL FACILITY MAINTENANCE AGREEMENT' BETWEEN THE PROPERTY OWNER AND THE LOCAL
PERMITTING AUTHORITY(IES).
PRETREATMENT TRENCH MAINTENANCE NOTES:
:
SEDIMENT ACCUMULATIONS OR HEAVY ORGANIC MATTER TO BE REMOVED AS NECESSARY. OUTLETS TO BE CHECKED FOR
EROSION AND REPAIRED/ UPGRADED AS SOON AS POSSIBLE. APPROPRIATE ELEVATIONS TO BE MAINTAINED ON ALL
FEATURES OF THE STORMWATER DEVICE.
COMPLIANCE:
UP KEEP, MAINTENANCE, PERIODIC INSPECTIONS AND REPORTING TO BE COMPLETED IN ACCORDANCE WITH THE EXECUTED
'STORMWATER CONTROL FACILITY MAINTENANCE AGREEMENT' BETWEEN THE PROPERTY OWNER AND THE LOCAL
PERMITTING AUTHORITY.
RETENTION/INFILTRATION TRENCH & DRYWELL MAINTENANCE NOTES:
D1-1) STORMWATER DEVICES SHALL BE INSPECTED SEMIANNUALLY (EACH SPRING AND AUTUMN) FOR THE FOLLOWING:
SEDIMENT ACCUMULATIONS OR HEAVY ORGANIC MATTER TO BE REMOVED AS NECESSARY. INTERNAL PIPING, CONCRETE,
SCREENS, OR GRATE COVERS TO BE INPECTED FOR INTEGRITY/SOUNDNESS WITH ANY ASSOCIATED REPAIRS COMPLETED.
OUTLETS TO BE CHECKED FOR EROSION AND REPAIRED/UPGRADED AS SOON AS POSSIBLE. APPROPRIATE ELEVATIONS TO BE
MAINTAINED ON ALL FEATURES OF THE STORMWATER DEVICE.
D1-2) UPKEEP, MAINTENANCE, PERIODIC INSPECTIONS AND REPORTING TO BE COMPLETED IN ACCORDANCE WITH THE
EXECUTED "STORMWATER CONTROL FACILITY MAINTENANCE AGREEMENT," AS APPLICABLE, BETWEEN THE PROPERTY
OWNER AND THE LOCAL PERMITTING AUTHORITY(IES).
RG) RAIN GARDEN PLANTING SPECIFICATIONS:
1.ALL PLANTS SHALL BE NATIVE OR NATURALIZED TO UPSTATE NEW YORK, AND SHALL CONFORM TO
“AMERICAN STANDARD NURSERY STOCK” STANDARDS AND SHALL BE FROM CERTIFIED LOCAL NURSERIES.
2.SHORELINE BUFFER AREA: MIXTURE OF HERBACEOUS PLANTS AND SHRUBS TAKEN FROM THE FOLLOWING
PLANT LIST: SEDGES, REDTOP, BLUE FLAG IRIS, WINTERBERRY, BUTTONBUSH SILKY DOGWOOD, RED STEM
DOGWOOD, ELDERBERRY, JOE PYE WEED, COMMON SPICE BUSH ARROWOOD VIBURNUM, BAYBERRY,
YELLOW LOOSESTRIFE (NOT PURPLE), SKUNK CABBAGE, NEW YORK ASTER, BLUE VERVAIN, OR APPROVED
OTHERS.
3.WET POND AREA: MIXTURE OF HERBACEOUS PLANTS AND SHRUBS TAKEN FROM THE FOLLOWING PLANT
LIST: WINTERBERRY, JOE PYE WEED, LILY OF THE VALLEY, INKBERRY HOLLY, SWAMP ROSE, PURPLE/PUSSY
WILLOW, WINTERBERRY, RED STEM DOGWOOD, BEEBALM, NEW YORK IRONWEED, OR APPROVED OTHERS.
4.FRINGE AREA: MIXTURE OF HERBACEOUS AND/OR WOODY SHRUBS/TREES FROM THE FOLLOWING LIST:
RED CHOKE BERRY, RED MAPLE, ELDERBERRY, EASTERN HEMLOCK, BLACK ASH, EASTERN RED CEDAR, SILKY
DOGWOOD, RED STEM DOGWOOD, OR OTHERS AS APPROVED.
5.ALL PLANTS SHALL BE PLANTED AND MAINTAINED PER NURSERY SUPPLIER'S RECOMMENDATIONS.
6.PLANTS SHALL BE SPACED RANDOMLY BUT SHALL AVERAGE 30” O.C. SPACING (MAX).
7.PLANTING SHALL OCCUR DURING MAY-JUNE OR SEPTEMBER-OCTOBER AND SHALL BE GUARANTEED FOR
MINIMUM OF 1 YEAR. PLANTS SHALL BE WATERED AS RECOMMENDED BY NURSERY SUPPLIER UNTIL
ESTABLISHED.
8.MULCH ENTIRE WETLAND/RAIN GARDEN WITH SHREDDED HARDWOOD FREE OF DYE AND CHEMICALS;
MULCH TO BE APPLIED AT A UNIFORM LAYER OF 2”-3” DEPTH.
9.NO FERTILIZERS TO BE USED FOR LAWN OR PLANTINGS AREAS. REFER TO LGPC AND QUEENSBURY CODE
FOR COMPLIANCE.
RG-2) BASIN VOLUMES TO BE VERIFIED IN THE FIELD:
a.MEASURE BOTTOM AREA IN SQUARE FEET (ON A HORIZONTAL PLANE), AND,
b.MEASURE THE AREA AT THE TOP OF THE BASIN AT THE ELEVATION OF THE OVERFLOW WEIR.
c.CALCULATE THE AVERAGE OF THE TWO AREAS.
d.MEASURE THE VERTICAL DISTANCE BETWEEN WHERE THE BOTTOM AND THE TOP AREAS WERE MEASURED
(FEET).
e.MULTIPLY THE AVERAGE AREA (SF) X THE VERTICAL DIFFERENCE (FT) TO OBTAIN THE BASIN VOLUME IN
CUBIC FEET (CF).
10/03/2023 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SITE PLAN REVIEW
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
SHORELINE BUFFER REQUIREMENTS
FOR THE TOWN OF QUEENSBURY
35' BUFFER ZONE X 63' ALONG SHORELINE =
2,205 SF OF BUFFER AREA REQUIRED:PROPOSED:
1)TREES: 1 LARGE TREE, 3" DIAMETER AT BREAST HEIGHT FOR
EVERY 700 SF OF BUFFER AREA. (2,205 / 700 = 3.15 TREES)4 4
2)SHRUBS: 7 LARGE SHRUBS FOR EVERY 350 SF OF BUFFER AREA
(2,205 / 350 = 6.3 X 7 = 44.1 SHRUBS)45 45
3)HERBACEOUS PLANTS: 14 PLANTS FOR EVERY 350 SF OF
BUFFER AREA (2,205 / 350 = 6.3 X 14 = 88.2 PLANTS)89 89
LIGHTING NOTES:
1.ALL LIGHTS TO BE DOWN CAST DARK SKY COMPLIANT FIXTIURES
11/06/2023 B REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(INCLUDED ECS PRACTICES, REVISED GRADING AND SW CALC SHEET)
B
B
B
B
B
01/11/2024 C REVISED PER TOWN OF QUEENSBURY PLANNING BOARD COMMENTS
(UPDATED LAYOUT, GRADING, CALLOUTS, STORMWATER CALCS)
C
C
C
BC
DD
D
NOT FOR CONSTRUCTION
02/02/2024 D REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(ADDED ELEVATIONS TO WET SWALE, BERM, WEIR)
SEED & MULCH ALL FILLED
& DISTURBED AREAS
EXISTING GRADE
NATIVE SOIL
A
D1
WET SWALE
SCALE: N.T.S.
CUT
PERMANENT POOL ELEVATION: 319.5±
IMPOUNDMENT ELEVATION: 320.75±
MHW: 320.2'
319.6' LG TARGET SUMMER ELEVATION
LAKE GEORGEPLANTING
SPECS
RG-2,3
C2
3' MIN.
WIDE
PROPERTY LINE
TOP OF BERM ELEVATION: 321.1±
WEIR ELEVATION: 320.8±
1'±
SIDE SLOPES: 1V:1H
RE-VEGETATE DISTURBED AREA
WITH LOW MAINTENANCE
NATIVE GROUND COVER;
MULCH AS REQUIRED
6
D1
VEGETATED DIVERSION SWALE
SCALE: N.T.S.
VEGETATED SWALE
4"±(AS REQUIRED)
48"± (AS REQUIRED)
PLAN
SYMBOL:
2
D1
PIPE TRENCH: WATER & SEWER LINES
SCALE: N.T.S.
18" ±
4" MIN (6" IF
ROCK BELOW)
6" MIN. (TYP.)
18" MIN
MOUND TO SHED WATER UNLESS UNDER
ROADWAYS; RESTORE ROADS AND
WALKWAYS TO ORIGINAL CONDITION;
TOPSOIL SEED & MULCH NON PAVED AREAS
NATIVE SOIL BACKFILL LESS
COBBLES AND LARGER, COMPACTED
TO 85% MODIFIED PROCTOR OUTSIDE
ROADWAYS, 95% MODIFIED PROCTOR
WITHIN ROADWAYS
PIPE(S)
(SEE PLAN FOR SIZE)
CLEAN SAND (100% PASSING 1 4",
MAXIMUM 10% PASSING 200 SIEVE)
INSTALL MARKER
TAPE 18" DEEP
SEE NOTES BELOW
1) BURIAL DEPTH: SEWER: 4'0" MIN. COVER; WATER: 5'-6" MIN. COVER.
2A) WATER LINES: IF AVAILABLE DEPTH PROVIDES BETWEEN 3'-0" AND 5'-6" COVER,
PROVIDE RIGID FOAM INSULATION OVER AND/OR AROUND PIPE. IF AVAILABLE DEPTH
PROVIDES LESS THAN 3'-0" COVER, CONTACT ENGINEER FOR ASSISTANCE.
2B) SEWER LINES: IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-0" AND 4'-0" COVER,
PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE. IF AVAILABLE DEPTH
PROVIDES LESS THAN 2'-0" COVER, REFER TO 'SHALLOW PIPE INSTALLATION' DETAIL.
3) IN VEHICULAR TRAFFIC AREAS, IF 3'0" COVER CANNOT BE ACHIEVED, PIPE(S) SHOULD
BE PLACED IN A PROTECTIVE CASING(S).
PIPE:
BURY AS MUCH
AS PRACTICAL
NATIVE SOIL
BACKFILL AROUND FORCE
MAIN WITH NATIVE SOIL
MINUS STONES LARGER
THAN 1", OR CLEAN SAND
MOUND OVER FORCE
MAIN WITH SOIL AND/
OR DUFF/ LEAF LITTER;
DOCUMENT LOCATION ON
RECORD PLAN
2.1
D1
SHALLOW PIPE INSTALLATION
SCALE: N.T.S.
FINISHED GRADE
EXISTING GRADE
SEWAGE FORCE MAINS SHALL BE
INSTALLED TO FULLY DRAIN
BETWEEN PUMP CYCLES. IF FULL
DRAINAGE IS NOT PRACTICAL,
PROVIDE INSULATION AND HEAT
TRACING; CONTACT ENGINEER
FOR GUIDANCE
RIGID FOAM INSULATION
(MIN. 2" THICK) AS
WARRANTED/ORDERED
WELL GRADED ANGULAR SAND
& GRAVEL EMBANKMENT
MATERIAL, AS REQ'D
MIN 6" NYSDOT ITEM 304.12
SINGLE CROWN 1/4" PER FOOT TO WET POND
GEOTEXTILE FOR SEPARATION
NYSDOT ITEM 207.11
10'± DRIVING SURFACE
REMOVE ORGANICS
5
D1
DRIVEWAY SECTION
SCALE: N.T.S.
18"
(MIN.)
5'-6"50' (MIN.) GROUTED CASING5' MIN
SETBACK TO
STRUCTURES
1
D1
POTABLE WELL CONSTRUCTION
SCALE: N.T.S.
PUMP TO BE SET 20' (MIN.) BELOW MAX. WELL DRAWDOWN
PUMP TO BE SET MINIMUM 10' ABOVE BOTTOM OF WELL
POLYETHYLENE SAFETY
ROPE
POWER CABLE
SECURED TO PIPE
RISER PIPE
PITLESS ADAPTOR
STEEL WELL CASING
DROP PIPE
WELL
PROTECTION
SEAL
GRADE AROUND WELL TO
BE RAISED TO SHED
SURFACE WATER
SLEEVE (GROUT & SEAL)
THROUGH FOUNDATION WALL
WATER SERVICE
LINE
DIRECT BURY CABLE
FROM WELL TO PUMP
CONTROL PANEL
SEAL
RIGID CONDUIT
VENTILATED WELL CAP
UNION
CHECK VALVE (SPRING LOADED)
PRESSURE SWITCH
RELIEF VALVE
BALL VALVE
TANK DRAIN
SUPPORT PAD
SERVICE LINE
BALL VALVE
HYDRO-PNEUMATIC TANK, WELL X-TROL
OR EQUIVALENT, SIZED FOR WELL
YIELD & SYSTEM DEMAND
PUMP CONTROL PANEL
& DISCONNECT
POWER SUPPLY
2
CD1
EXISTING WELL CASING
"BENTOMAT" (COMPRESSED BENTONITE MAT)
OR APPROVED EQUIVALENT
WRAPPED AROUND WELL CASING
GRANULATED BENTONITE
AND SOIL MIX
(MIN 5% BENTONITE BY WEIGHT)
BENTONITE & (10% MIN.) SOIL MIX
MOUNDED AROUND CASING PIPE
EXISTING WELL CAP
2' MIN.
8" MIN.
6"
MIN.
3' MIN.
3
D1
WELL PROTECTION SEAL
SCALE: N.T.S.
PITLESS ADAPTER AND
SUPPLY PIPE
12" MIN.
VARIES
8" (TYP. BOTH SIDES)
7"(MIN.)
FINISHED GRADE
ITEM 304.12 TYPE 2
COMPACTED BED SAND;
90% STANDARD PROCTORSEE PLAN FOR
SIZE OF CULVERT
4
D1
CULVERT CONSTRUCTION DETAIL
SCALE: N.T.S.
REV #DATE ISSUED / REVISIONS
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
CONSTRUCTION DETALS D1
WATERFRONT DEVELOPMENT
WELLES
121 PILOT KNOB RD.
QUEENSBURY, NEW YORK
FEBRUARY 2024 PRO # 21-004 SHEET: 7 OF 8
BASESHEET: 22 x 34 02/02/2024 11:30 AM
ROBERT U. HOLMES II
P.E. # 082026
2024
10/03/2023 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SITE PLAN REVIEW
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
11/06/2023 B REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(UPDATE WET POND DETAIL)
B
01/11/2024 C REVISED PER TOWN OF QUEENSBURY PLANNING BOARD COMMENTS
(NO CHANGE THIS SHEET)
D
D
D
D
D
D
NOT FOR CONSTRUCTION
02/02/2024 D REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(ADDED ELEVATIONS TO WET SWALE DETAIL)
10' MAXIMUM
8" MIN. (TYP.)
4" MIN.
1'-8"
1'-4"
1'-4"
1'-8"
8"
1'-4"
1'-4"
24" (MAX.) TYP.
GEOTEXTILE FABRIC WRAPPED
AROUND HAY BALES, AS SHOWN ABOVE
2" x 2" HARDWOOD STAKES OR RE-BARS
DRIVEN FLUSH WITH BALE; 2 STAKES
PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED
OVERLAP FABRIC
@ STAKE
1
EC1
SEDIMENT CONTROL BARRIER (SHEET FLOW)
SCALE: N.T.S.
TYPICAL
TIE POINTS
STEEL OR 2" x 2"
HARDWOOD POSTSGEOTEXTILE FABRIC MEETING
NYSSSESC SPECIFICATIONS
SECURELY FASTEN WIRE
FENCE TO POSTS &
FABRIC TO FENCE
STEEL OR
HARDWOOD POST
GEOTEXTILE FABRIC
4"x6" TRENCH
WITH COMPACTED BACKFILL
GEOTEXTILE FABRIC
3 4" (MIN.) DRAIN ROCK
(IF REQUIRED)
SAND BAGS LAID TIGHT
END TO END, PERPENDICULAR
TO DIRECTION OF FLOW
HARD SURFACE
WOVEN WIRE FENCE
4' MIN.B
4' MIN.
DIKE CONSTRUCTED USING
CRUSHED STONE AND LIGHT
RIP RAP
ORIGINAL GRADE
NON-WOVEN GEOTEXTILE FABRIC
LIGHT RIP RAP (TYP.)
FLOW
NOTES:
1) THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR
SEMI-PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL.
2) SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
3) ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST
VERSION OF THE NYSSSESC.
4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED;
9" (MAX.) RECOMMENDED STORAGE HEIGHT.
5) REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
6) DETAIL SHOWN IS EQUIVALENT TO A "REINFORCED" SILT FENCE. REFERENCES MADE TO
"STANDARD" AND "SUPER" SILT FENCE, SEE NYSSSESC.
SHEET FLOW BARRIER DEVICE SYMBOL:
BUTT BALES TOGETHER,
I.E.: NO GAP
SHEET FLOW DRAINAGE
BEDDING DETAIL
FLOW
(CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY)
(CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL
"BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS)
NOTES:
1) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS, HAY BALE
DIKES ARE NOT SUITABLE FOR STREAM CHANNELS.
2) HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL.
FLOW
SAND BAGS
SILT FENCE
STRAW BALE DIKE
A
1
FLOW
NOTES:
1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK
DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY.
2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES.
3) "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH.
4) SEDIMENT TO BE REMOVED WHEN 25% OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST.
5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES SURROUNDING
AREAS AND MULCHED TO PREVENT EROSION.
FLOW
STONE / EARTH DIKE
(CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS)
(CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL
"BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL
(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS)
EROSION & SEDIMENT CONTROL:
ESC-1) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND DISTURBANCE SHALL
TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. LAND DISTURBANCE SHALL NOT
EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY.
ESC-2) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT
EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND THE "NEW YORK STATE
STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NYSSSESC), ISSUED BY THE NYSDEC, LATEST EDITION.
ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE TO THE NYSSSESC. EROSION CONTROL OPTIONS INCLUDE: A) GRADE
DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY
SUSPENDED, B) MULCH WITH STRAW, BARK MULCH, STONE, ETC., C) APPLY EROSION CONTROL MATTING, OR D) OTHER, AS
APPROVED.
ESC-4) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN
FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE AND PERMANENT GROUND COVER ESTABLISHED
AS DEFINED BY NYSDEC STANDARDS.
ESC-5) FOR PROJECTS IN THE LAKE GEORGE BASIN:
ESC-5A) WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA,
INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF
GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA
AND/OR EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.
ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP-RAP, NON-DEGRADABLE
MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS STRUCTURES.
ESC-5B) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AND/OR
PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN (7) DAYS FROM THE DATE
THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE
MOST CURRENT VERSION OF THE TECHNICAL STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND
SEDIMENT CONTROL, AND IN THE LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C).
ESC-5C) GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO APRIL 15TH, DURING
WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES
DURING REVEGETATION IN ORDER TO REDUCE EROSION AND MAINTAIN WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUT
ARE NOT LIMITED TO, THE USE OF SCREEN MESH, NETTING, EXTRA MULCH, AND SILTATION FENCES.
ESC-6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE
CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME
AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS
REMEDIATED.
ESC-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS;
CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO OWNER/ ENGINEER FOR APPROVAL.
EARTHWORK & TURF ESTABLISHMENT:
ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY
OWNER.FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC, SOILS RESTORATION TO BE AS FOLLOWS: SOILS RESTORATION
REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF "NEW YORK STATE STORMWATER DESIGN MANUAL": APPLICATION OF 3" OF
COMPOST, TILLING COMPOST INTO SUB-SOIL A MINIMUM DEPTH OF 12". APPLICATION OF TOPSOIL TO A DEPTH OF 6". VEGETATE
AS REQUIRED PER LANDSCAPING PLAN, IF APPLICABLE, OR AT THE DIRECTION OF OWNER.
ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH (GRASS OR OTHER
NATIVE/NATURALIZED GROUNDCOVERS); CONTACT OWNER AND/OR LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED
MATERIALS AND APPLICATION.
ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE
VEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL
AND AS DIRECTED BY OWNER.
ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN ADVANCE BY
ENGINEER AND PERMITTING AUTHORITY(IES).
COMPOST
FILTER SOCK
2"X2" WOODEN STAKES
PLACED AT 10' O.C.
MAX. SPACING
8'
EXISTING
CONTOURS
2"X2" WOODEN
STAKES PLACED
10' O.C.
1'
MIN.
COMPOST FILTER
SOCK PER
NYSSSESCFLOWFLOW102101100
1.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK
EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW.
2.) DIAMETERS DESIGNED FOR USE SHALL BE 12"-32" EXCEPT THAT 8" DIAMETER SOCKS MAY BE USED FOR
RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN .25 ACRES.
3.) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2" X 2" WOODEN STAKES DRIVEN 12" INTO THE
SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK.
4.) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING
LIMITS
DITCH STABILIZATION GUIDELINES
(GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL
OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS)
DS-1) 0-6%: SEED & MULCH
DS-2) 6-10%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING
(EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT)
DS-3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING
(EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT)
DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING
(EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT)
OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL)
SLOPE STABILIZATION GUIDELINES
(GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL
OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS)
SS-1) 0-25%: SEED & MULCH
SS-2) 25-33%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING
(EX. NORTH AMERICAN GREEN MODEL: S75BN OR APPROVED EQUIVALENT)
SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON
SLOPES
(EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT)
SS-4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON SLOPES
(EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT)
SS-5) 100%+: CONTACT ENGINEER FOR GUIDANCE.
DIAMETER
(IN.)
SLOPE%
2 5 10 20 25 33 50
8 225*200 100 50 20 --
12 250 225 125 65 50 40 25
18 275 250 150 70 55 45 30
24 350 275 200 130 100 60 35
32 450 325 275 150 120 75 50
EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES:
1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO SCHEDULE A
PRE-CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION.
2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN
LOG/REPORT BOOK.
(NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN BE FOUND AT:
http://www.dec.ny.gov/chemical/29066.html
OTHER ENVIRONMENTAL CONTROLS:
1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NYS
EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK"); LATEST EDITION
2.) TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF TANK CONTENTS;
AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT MATTING, OR OTHER APPROVED
ABSORBENT MATERIALS.
COMPOST FILTER SOCK
WOVEN WIRE FENCE
(MIN. 14 GAUGE W/
MAX. 6" MESH SPACING)
ON REINFORCED SILT FENCE
* LENGTH IN FEET
CONSTRUCTION ENTRANCE SPECIFICATIONS
CS-1) AGGREGATE:
A) STONE SIZE - USE #3 OR #4 (1"-4") STONE OR RUBBLE.
B) THICKNESS: NOT LESS THAN 6".
CS-2) LENGTH:
A) TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH= RECOMMENDED 50' MIN.
B) A SINGLE RESIDENCE LOT ENTRANCE LENGTH= RECOMMENDED 30' MIN.
CS-3) WIDTH:
RECOMMENDED 12' MIN. WIDTH WITH SEPARATE ENTRANCE & EXITS TO SITE
B) RECOMMENDED 24' MIN WIDTH WITH COMBINED ENTRANCE & EXITS TO SITE
CS-4) GEOTEXTILE:
A) TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE.
B) NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT
C) FABRIC SPECIFICATIONS:
LIGHT DUTY ROAD= MIRAFI 100X OR APPROVED EQUIVALENT
HEAVY DUTY ROAD= MIRAFI 600X OR APPROVED EQUIVALENT
CS-5) SURFACE WATER:
ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES MAY BE CONSTRUCTED
CS-6) MAINTENANCE:
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT
SPILLED, DROPPED, WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
CS-7) WASHING:
WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY.
WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN
APPROVED SEDIMENT TRAPPING DEVICE.
CS-8) INSPECTION:
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAINPUBLIC ROADWAYPROVIDE CONSTRUCTION ENTRANCE AS REQUIRED TO PREVENT TRACKING
ONTO HIGHWAY.
CONSTRUCTION ENTRANCE
REV #DATE ISSUED / REVISIONS
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
ENVIRONMENTAL CONTROLS EC1
WATERFRONT DEVELOPMENT
WELLES
121 PILOT KNOB RD.
QUEENSBURY, NEW YORK
FEBRUARY 2024 PRO # 21-004 SHEET: 8 OF 8
BASESHEET: 22 x 34 02/02/2024 11:30 AM
ROBERT U. HOLMES II
P.E. # 082026
2024
10/03/2023 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SITE PLAN REVIEW
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-290711/06/2023 B REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)
01/11/2024 C REVISED PER TOWN OF QUEENSBURY PLANNING BOARD COMMENTS
(NO CHANGE THIS SHEET)
NOT FOR CONSTRUCTION
02/02/2024 D REVISED PER TOWN OF QUEENSBURY TDE COMMENTS
(NO CHANGE THIS SHEET)