Site PlansGeorge
4G5'± ALONG THE 5H0E-E
a
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f.
COVERED `•`
BOAT LIFT \°
DOCK
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PROPOSED 52' SETBACK FOR
STORMWATER DEVICE
(GRASS PLANTER #7),
REQUIRES A 48' VARIANCE
George
GRAPHIC SCALE
20 15 10 5 0 20 40 80
(IN FEET)
1 INCH = 20 FT.
PROPOSED 69' SETBACK FOR
V-2D STORMWATER DEVICE
(GRASS PLANTER #9),
REQUIRES A 31' VARIANCE
Dock
Deck
777
---7
EP
50' SHORELINE
9'± to Shore
Dock
Dock
FF- 325.00
-00
I 325
if l
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Lands NIF of
Panels Golde
8:1306 P218
226.1 5-5-15
a -
RECEIVED
J U N 16 2022
TOWN OF QUEENSBURY
ZONING OFFICE
WE7LAND AREA 1,019f SO. FT.
F�!
PF\
LANDS N/F OF
O'KEEFE
PROPOSED 10.0 FT.
WETLAND SETBACK
REQUIRES A 40.0 FT.
AREA VARIANCE
PROPOSED 57' SETBACK FOR
STORMWATER DEVICE
(GRASS PLANTER #8), V-2C
REQUIRES A 43' VARIANCE
WETLAND
CaVTINUES
1Nv 322.50
\L
;;?!\ PROPOSED 74' SETBACK FOR
j STORMWATER DEVICE
(GRASS DEPRESSION #2),
REQUIRES A 26' VARIANCE
A;f
Bench Mark
RR 5plke In
UPNG3
Elev. = 328. 4'
V-2A
100' INFILTRATION DEVICE BUFFER
SITE LOCATION MAP
SCALE: 1" = 2000'
SITE STATISTICS (MAIN HOUSE)
EXISTING ZONING
PARCEL AREA
PROPOSED LAND USE
BUILDING AREA
BUILDING HEIGHT
WR ZONE REQUIRED STANDARDS
PERMEABILITY
SETBACKS
SHORELINE
FRONT
SIDE
REAR
EXISTING
PERMEABILITY
SETBACKS
SHORELINE
FRONT
SIDE (WEST)
REAR (EAST)
PROPOSED
PERMEABILITY
SETBACKS
SHORELINE
FRONT
SIDE (WEST)
SIDE (EAST)
WATER SERVICE
SANITARY SERVICE
**AREA VARIANCE GRANTED BY ZBA
WR WATERFRONT RESIDENTIAL
.91 ACRES (39,487 SF)
RESIDENTIAL
8,670 SF
28.0 FEET
75%
50 FT
30 FT
20 FT
30 FT
79.8%
19.6 FT
53.6 FT
26.4 FT
63.2 FT
77.9%
46 FT & 35.0 FT**
36.0 FT
0 FT
20.0 FT
PRIVATE DRAW FROM LAKE
ON —SITE HOLDING TANK
ON 3/23/2022
PROPOSED BUILDING AREAS
FIRST FLOOR (INC. GARAGE)
5,060
SF
FIRST FLOOR PORTE COCHERE
376
SF
SECOND FLOOR
2,834
SF
COVERED WALKWAY
400
SF
TOTAL
8,670
SF
LOT AREA
39,487
SF
FLOOR AREA RATIO (22% MAX)
22%
**AREA VARIANCE GRANTED BY ZBA ON 3/23/2022
VARIANCE TABLE
ZONING REGULATION
REQUIRED
PROPOSED
VARIANCE
REQUESTED
SHORELINE (WETLAND) SETBACK
50 FT
10 FT
40 FT
INFILTRATION DEVICE SETBACK
100 FT
74 FT
26 FT
INFILTRATION DEVICE SETBACK
100 FT
52 FT
48 FT
INFILTRATION DEVICE SETBACK
100 FT
57 FT
43 FT
INFILTRATION DEVICE SETBACK
100 FT
69 FT
31 FT
OTHER VARIANCES GRANTED BY ZBA ON 3/23/2022
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7NE ALTERATION OF 7NESE DOCUMENTS IN ANY WAY,
UNLESS DONE UNDER THE DIRECT SUPERVISION OF A
CDIR'ARABL£ PROFESSIONAL. (TIE.) ENGNEFR FO4 AN
ENO'NEER, LANDSCAPE ARCTR7ECT FOR A LANDSCAPE
ARCW7ECT OR SIMYEM FOR A SURY£Y IS A VIOLATION
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REGULATIONS AND /S A Cuss A' MLSOEMEANO4
REVISION I DATE BY'
ADD WETLAND INFORMATION 5-23-22 GV
1"=20'
SHEET TITLE:
VARIANCE PLAN
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MAIN HOUSE
WEST RESIDENCE
APPLICANT/ OWNER:
BR TT AND PAM LA WEST
106 BAY PARKWAY
TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK
JANUARY 18,2022
SITE LOCATION MAP
SCALE: 1" = 2000'
SITE STATISTICS (MAIN HOUSE)
EXISTING ZONING WR WATERFRONT RESIDENTIAL
PARCEL AREA .91 ACRES (39,487 SF)
PROPOSED LAND USE RESIDENTIAL
BUILDING AREA 8,670 SF
BUILDING HEIGHT 28.0 FEET
WR ZONE REQUIRED STANDARDS
PERMEABILITY
75%
SETBACKS
SHORELINE
50 FT
FRONT 30 FT
SIDE
20 FT
REAR
30 FT
EXISTING
PERMEABILITY 79.8%
SETBACKS
SHORELINE 19.6 FT
FRONT 53.6 FT
SIDE (WEST) 26.4 FT
REAR (EAST) 63.2 FT
PROPOSED
PERMEABILITY 77.9%
SETBACKS
SHORELINE 46 FT & 35.0 FT
FRONT 36.0 FT
SIDE (WEST) 0 FT
SIDE (EAST) 20.0 FT
WATER SERVICE PRIVATE DRAW FROM LAKE
SANITARY SERVICE ON -SITE HOLDING TANK
PROPOSED BUILDING AREAS
FIRST FLOOR (INC. GARAGE) 5,060 SF
FIRST FLOOR PORTE COCHERE 376 SF
SECOND FLOOR 2,834 SF
COVERED WALKWAY 400 SF
TOTAL 8,670 SF
LOT AREA 39,487 SF
FLOOR AREA RATIO (22% MAX) 22%
APPLICANT NAME AND ADDRESS:
BRETT AND PAMELA WEST
4651 GULF SHORE BLVD N UNIT 104
NAPLES FL 34103
RECEIVED
J U N 10 2022
TOWN OF QUEENSBURY
ZONING OFFICE
SHEET INDEX:
SHEET SHEET TITLE
NUMBER
1 COVER SHEET
2 EXISTING CONDITIONS
3 REMOVALS PLAN
4 SITE PLAN
5 GRADING AND UTILITY PLAN
6 PLANTING PLAN
7 EROSION AND SEDIMENT CONTROL PLAN
8 SITE DETAILS
NYSDEC CONSTRUCTION CERTIFICATION NOTE:
THE CONSTRUCTION OF THE SANITARY SEWERS DEPICTED ON THESE PLANS SHALL BE UNDER THE
SUPERVISION OF A PERSON OR FIRM QUALIFIED TO PRACTICE PROFESSIONAL ENGINEERING IN THE
STATE OF NEW YORK UNDER THE EDUCATION LAW OF THE STATE OF NEW YORK. WITHIN THIRTY (30)
DAY FOLLOWING THE COMPLETION OF THEE CONSTRUCTION THE ENGINEER SHALL CERTIFY TO THE
DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND TO THE OWNER THAT THE CONSTRUCTED
FACILITIES HAVE BEEN CONSTRUCTED UNDER THE SUPERVISION AND THE WORK HAS BEEN FULLY
COMPLETED IN ACCORDANCE WITH THE APPROVED ENGINEERING REPORT AND PLANS. THE PROJECT
DEVELOPER MUST RECEIVE WRITTEN ACCEPTANCE OF SUCH CERTIFICATION FROM THE DEPARTMENT
PRIOR TO PLACING THE FACILITIES IN SERVICE.
RECORD OF SUBMITTALS DATE BY
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RAMON OF THESE DOCUMNIS IN ANY WAY,DONE UNDER INE DIRECT SUPM14MON OF A
COWARABLE M FESSMAL. (LE.) ENGINEER FOR AN
ENGINEER, LANDSCAPE AROMIECT FOR A L.WOSCAPE
ARL7N7ECT OR SURVEYOR FOR A SURVEYOR IS A NOL.AALAN
OF 7NE NEW YURK STATE EDUCAR N/ LAW AND/OR
REGULATIONS AND IS A !LASS A' ADSDE7MEANOR.
REVISION
DATE
BY
ADD WETLAND INFORMATION
5-23-22
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SHEET TITLE:
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SHEET:
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SOIL DATA: 4!�- 0
THE FOLLOWING TEST PITS WERE PERFORMED ON DECEMBER 3,
2021 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN
PARTNERSHIP, LLP:
TP41 (ELEV.=324.50)
0" — 9" TOP SOIL, ROOTS
9" — 21 " FINE LOAMY SAND,
FREE, BROWN
21" — 32" FINE SILTY LOAM
WET, GRA Y
WATER ® 24" (ELEV.=320.50)
TP�2 (ELEV.=323.75)
0" — 6" TOP SOIL
6" — 28 FINE SILTY LOAM, BROWN
28" — 41 " FINE SILTY CLAY,
WET, BROWN
MODELING ® 28" (ELEV.=321.42)
WA TER ® 36"
TPJQ (ELEV.=323.00)
0" — 4" TOP SOIL
4" — 24" FINE LOAMY SAND,
BROWN, FREEABLE
24" — 46" FINE LOAMY CLAY,
GRA Y, WET
MODELING ® 30" (ELEV.=320.50)
WATER ® 42"
TP�4 (ELEV.=326.50)
0" — 6" TOP SOIL
6" — 32 FINE LOAMY SAND,
TAN, FREEABLE
32 — 51" FINE SILTY LOAM,
GRAY, WET
MODELING ® 36" (ELEV.=323.50)
TPJ5 (ELEV.=326.50)
0" — 2" TOP SOIL
2" — 3" PAVEMENT REMAINS
3" — 27" MEDIUM SAND, TAN
COBBLES THROUGHOUT.5"-2"
27" — 58" FINE SILTY LOAM,
GRA Y, WET
WATER ® 54" (ELEV.=322.00)
THE FOLLOWING INFILTRATION TESTS WERE PERFORMED ON
DECEMBER 3, 2021 AND WERE OBSERVED BY ENVIRONMENTAL
DESIGN PARTNERSHIP, LLP:
LW
SOIL STABILIZATION RATE=21 IN./ HR.
L&2
SOIL STABILIZATION RATE=5 IN./ HR.
I T#-3
SOIL STABILIZATION RATE=55 IN./ HR.
Lake
George
465'± ALONG THE SHORE
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9'# to Shore
101t to Shore
Lands M/F of
Pamela Golde
B:1306 P218
22G. 1 5-5-15
WETLAND AREA — 1,019t SO, FT.
GRAPHIC SCALE
20 15 10 5 0 20 40
(IN FEET)
1 INCH = 20 FT.
Lands NI F of
Brett West & Pamela Wes
B:3009 P:38
22G. 15-1-17
80
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EDP PROJECT NUMBER
XXX
THE ALTERATION OF THESE DOCUYIENTS IN ANY WAY,
UNLESS DOME UNDER THE DIRECT SUPERVISION OF A
COMMARABLE PRG'ESSgVAL. (LE) ENONEER FOR AN
ENONEER, LANDSCAPE ARCINTECT FOR A LANDSCAPE
ARCHITECT OR SURVEYOR FOR A R RVEYOR IS A VIUCA770N
OF THE NEW YOW STATE EDUCATION LAW MAID/014
REM"77ONS AND IS A MASS A' JgSJEME Uyp4
REVISION
DATE
BY
ADD WETLAND INFORMATION
5-23-22
GV
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3
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\Nr SHED TO BE REMOVED, CONCRETE
PADS TO BE LEFT IN PLACE.
coN77NUES CONTRACTOR TO USE CAUTION AND
P�p(� NOT ALLOW DERBIES OR
4G51± ALONG THE 5HORE SEDIMENT TO ENTER WETLAND.
WETLAND AREA a 1,019t SQ. FT
���� F o
7zo/ �" LANDS N/P OF
O'KEEFE
14
3
COVERED ( `-` '\ \ / `•
pAT LIFT
\ REMOVE EXISTING PAVEMENT, MISC. CONCRETE
AND DEMOUSH EXISTING BUILDINGS. ALL DEBRIS
/ \ , \ \✓r \ , ._\_ INV. 4 PVC zF SHALL BE DISPOSED OF OFFSITE
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LL
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COVER \ / .\ \ / , ✓'✓' \ r r
a :\ x ✓ \ \ ��\. r % - ✓v /Y\ WETLAND
v' r \. \ r , \ r' , \ \ k CONTINUES
,,, < 4€.
lLJ ` �s.:Y'�' '.r^' \ ! \ \,yam' \ •' \ / \ \. ,,,.,. ,,.. \ ..
�\ \r'' ` ✓ \:r
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\ \ \ \ / uu \ . Y\ , v \ \ \ , \ \ INV 322.50
7.
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Lake \4
Dock / /,, r ,r
rater
41
r
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CI
9' t to Shore Bench Mark
RR Spike In
UP NG 3
Dock I �"
L
t
5ITW
Deck
Doc l
\ Are)@
�
\I 14600.5t Feet I <y
0.34t Ackes
\ \� l � ` Lands N/F of
1 � 51% Pamela Golde
I _ B:1306 P218
A N\ ` `� _„iN ✓ ;, 226.15-5-15
t �
101± to Shore
INV 323.92
Lands N/F of
Brett West & Pamela
B:3009 P:38
22G.15-1-17
REMOVALS PLAN LEGEND:
DENOTES EXISTING PAVEMENT, MISC.
'...•••• 1 CONCRETE, SIGNAGE, CURBING, AND
BUILDING TO BE REMOVED.
DENOTES UNDERGROUND
FEATURE TO BE REMOVED
GRAPHIC SCALE
20 15 10 5 0 20 40 80
(IN FEET)
1 INCH = 20 FT.
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THE AL7ERAMW OF nIESE DOCUAAEN7S AN ANY WAY.
UNLESS DONE UNDER 77E DIRECT SUPERWWON OF A
COMPARABLE PROFESSIONAL, (1.E.) ENGINEER FOR AN
ENGINEER, LANDSCAPE ARCM7ECT FOR A LANDSCAPE
ARCM7ECT OR SURVEYOR FOR A SURVEYOR, IS A WMA71ON
OF ME NEW YORK STALE EDUC4770N LAW AND/OR
REGULA77ONS AND IS A GI.ASS A' ANSDENEANOR
REVISION DATE BY
ADD WETUWD INFORMATION I 5-23-22 GV
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4G51± ALONG THE 511ORE
_ _ a
LIGHTING NOTE:
Pa �� ALL LIGHTING TO BE DOWN /
CAST RESIDENTIAL LIGHTING
FIXTURES. ROOF LEADER (TYP.)
COVERED
:ice.` A `
BOAT LIFT
DOCK
F : .-d rr'
50' SHORELINE
' { =` �'1"
&Ul
31
•�VF \ Jo 325.00
EXISTING TREES AND
SHRUBS ALONG J
SHORELINE TO REMAIN
r� ,
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\ 326 '17
George
� 410
1SF R?;,`
9, t to Shore I \ \ N, 321•�
IN,
102
Dock :Pr .,:.,•.* :=:::'}}`i
Deck
GRAPHIC SCALE
20 15 10 5 O 20 40 80
(IN FEET)
1 INCH = 20 FT.
Dock
5Lg Typ.
Lld
IN
J
\ Are`a
\I 14600.5± S4Fee
\ 0. 34t Act es
\ 11\ \
0
60
i
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101*- to Shore
7
20
WETLAND
CONTINUES
ALL DRIVEWAYS, WALKS AND
- WETLAND AREA g 1,019t SO. FT. PATIOS TO BE CONSTRUCTED
PERMEABLE CONCRETE/BRICK
PAVERS
ND5 N/F OF
O'KEEFE
PROPOSED 10 FT
WETLAND SETBACK
REQUIRES A 40 FT
AREA VARIANCE
.Y}
X'00�
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_ —F-==
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Lands N/F of
Panels Golde
8:1306 P218
22G.15-5-15
PROPOSED HOLDING TANKS
WETLAND
CONTINUES
TYPICAL GRASS DEPRESSION AREA
� 1N1�322.80
PROPOSED 20 FT. WIDE
ACCESS EASEMENT
I Bench Mark
RR 5plke In
UP NG 3
Elev. = 328. 4'
PROPOSED 410 SF
LOT LINE ADJUSTMENT
IPF1
o
1
SITE LOCATION MAP
SCALE: 1 " = 2000'
SITE STATISTICS (MAIN HOUSE)
EXISTING ZONING
WR WATERFRONT RESIDENTIAL
PARCEL AREA
.91 ACRES (39,487 SF)
PROPOSED LAND USE
RESIDENTIAL
BUILDING AREA
8,670 SF
BUILDING HEIGHT
28.0 FEET
WR ZONE REQUIRED STANDARDS
PERMEABILITY
75%
SETBACKS
SHORELINE
50 FT
FRONT
30 FT
SIDE
20 FT
REAR
30 FT
EXISTING
PERMEABILITY
79.8%
SETBACKS
SHORELINE
19.6 FT
FRONT
53.6 FT
SIDE (WEST)
26.4 FT
REAR (EAST)
63.2 FT
PROPOSED
PERMEABILITY
77.9%
SETBACKS
SHORELINE (LAKE)
46 FT & 35.0 FT
SHORELINE (WETLAND)
10 FT
FRONT
36.0 FT
SIDE (WEST)
0 FT
SIDE (EAST)
20.0 FT
WATER SERVICE
PRIVATE DRAW FROM LAKE
SANITARY SERVICE
ON —SITE HOLDING TANK
PROPOSED BUILDING AREAS
FIRST FLOOR (INC. GARAGE) 5,060 SF
FIRST FLOOR PORTE COCHERE 376 SF
SECOND FLOOR 2,834 SF
COVERED WALKWAY 400 SF
TOTAL 8,670 SF
LOT AREA 39,487 SF
FLOOR AREA RATIO (22% MAX) 22%
VARIANCE TABLE
ZONING REGULAMON
REQUIRED
PROPOSED
VARIANCE
REQUESTED
SHORELINE (WETLAND) SETBACK
50 FT
10 FT
40 FT
INFILTRATION DEVICE SETBACK
100 FT
74 FT
26 FT
INFILTRATION DEVICE SETBACK
100 FT
52 FT
48 FT
INFILTRATION DEVICE SETBACK
100 FT
57 FT
43 FT
INFILTRATION DEVICE SETBACK
100 FT
69 FT
31 FT
OTHER VARIANCES GRANTED BY ZBA ON 3/23/2022
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EDP PROJECT NUMBER
XXX
Of ALTERATION OF DREW DOCUMENTS IN ANY WA1
(#LESS DONE UNDER THE DIRECT SUPERNS'ON OF ,
COMPARABLE PROFESSIONAL, (LE) ENGNEER FOR AI
EN00NEER, LANDSCAPE ARCHITECT FOR A LANDSCAPI
ARCHITECT OR SURWYUR FOR A SVRYEYOR, IS A NOLATIM
OF THE NEW YLXIK STATE EDUCATION LAW AND/01
REGIAA77ONS AND IS A CLASS A' ABSDENEANOR.
REVISION
DATE
I B)
ADD WETLAND INFORMATION
5-23-22
1 GV
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1"=20'
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PROPOSED 4" SDR-35
INV. OUT=321.35'
WITH RIP RAP
4651± ALONG THE 5MORE
.7777
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D 4" SDR535
5.4'x5.4' STONE RESERVOIR
1" HDPEWATER SERVICE / EXTEND 4' DOWN MINIMUM PROPOSED 4" SDR-35
WITH CONNECTION TO OR BELOW FROST LAYER UNDER DRAIN
LAKE WATER ry, WHICHEVER IS GREATER INV.=321.50'
eaJ
RED
COVE .� T GRASS PLANTER #1
BOAT LIB -
(SEE DETAIL)
•ate 2.4'x2.4' STONE RESERVOIR
�• _� EXTEND 4' DOWN MINIMUM
�•_•�•� OR BELOW FROST LAYER
�•�•� WHICHEVER IS GREATER
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EXTEND 4' DOWN MINIMUM
OR BELOW FROST LAYER
�.
WHICHEVER IS GREATER
�-' [GRASS
\\
PLANTER #2 I
(SEE DETAIL)
1
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DRIP EDGES #1 AND #2 (SEE DETAIL). 1
LakeBOTTOM OF STONE=324 08'
PERMEABLE PAVER
PATIO
GRASS PLANTER #4
(SEE DETAIL)
ARIANCE REQUEST
THIS PLAN AND SUPPORTING APPLICATION TO THE TOWN OF
QUEENSBURY BOARD OF HEALTH PROVIDES THE DOCUMENTATION
FOR THE REQUEST OF A VARIANCE FROM THE ORDINANCE
REQUIREMENTS OF CHAPTER 136: SEWERS AND SEWAGE DISPOSAL.
V-1: REQUEST FOR THE USE OF HOLDING TANKS
SECTION 136-11
NOTES:
2� 4 BEDROOM HOUSE REQUIRES
APPROXIMATE LOCATION OF HOLDING TANK CAPACITY OF
P NEIGHBORING SEPTIC TANK 4,000 GALLONS.
AND PUMP TANK
EXISTING TREES AND LOWER
WETLAND VEGETATION TO REMAIN
coNnNUE �
OVERFLOW WIER
EL=323 40
o\ WETLAND AREA 1, 019f SQ. FT.
LOWEST EXISTING
ADJACENT GRADE=323.00
es HIGHEST POINT OF STRUCTURE=361.00
LIK
: STRUCTURE HEIGHT=38' APPROXIMATE LOCATION OF
,� E •P FE NEIGHBORING HOUSE
0 GRASS PLANTER #3
(SEE DETAIL)
' 4 3.3'x3.3' STONE RESERVOIR
EXTEND 4' DOWN MINIMUM POSSIBLE LOCATION OF
OR BELOW FROST LAYER
WHICHEVER IS GREATER NEIGHBORING LEACH FIELD
GRASS PLANTER #8
(SEE DETAIL)
-?, r GRASS PLANTER #9
' • .` ,r; r (SEE DETAIL)
FG
1.25' WIDE x 1.25' DEEP
STONE DRIP EDGE
PROPOSED 4" SDR-35
UNDER DRAIN
INV.=321.50'
W£TLAN GRASS DEPRESSION #1
CON S
\ 1—322.50
\
AT 4 FT MIN \ \
.50
EXTEND A 2' WIDE x 7.25' LONG c
SECTION OF STONE DOWN A MINIMUM X 2-2,000 GAL
OF 4' BELOW GRADE, OR BELOW FROST, \ \ CONCRETE HOLDING
WHICHEVER IS GREATER 1 )
I s26 " TANK, SEE DETAIL OVERFLOW WIER
4.2'x4.2' STONE RESERVOIR EL
EXTEND 4' DOWN MINIMUMGeorgeOR BELOW FROST LAYER ` yr-
tN� WHICHEVER IS GREATER \\ r
I 1
GRASS DEPRESSION #2
I — �
4.2'x4.2' STONE RESERVOIR
EXTEND 4' DOWN MINIMUM
OR BELOW FROST LAYER
WHICHEVER IS GREATER
PERMEABLE PAVER
9' t to Shore \ \ \ �� 32'�.QO DRIVEWAY
Bench Mark
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EDP PROJECT NUMBER XXX
7W ALTERATION OF THESE DOCUMENTS M ANY WAY
UNLESS DONE UNDER THE DIRECT SUPERNSION OF A
COMPARABLE PROFESSIONAL. (/.E.) ENGINEER FOR AN
ENGINEER, LANDSCAPE ARCN7ECT FOP A LANDSCAPE
ARCHITECT OR SURVEYOR FOR A SURI£Y02 IS A NttA7701J
OF 7HE NEW YORK STATE EDUCATION LAW AND/OR
R£GI/UDONS AND IS A CLASS A' WSOEMEANO .
REVISION DATE BY
ADD WETLAND INFORMATION 5-23-22 GV
ill =20'
HEET TITLE:
GRADING AND
UTILITY PLAN
GRAPHIC SCALE
20 15 10 5 0 20 40 80
(IN FEET)
1 INCH = 20 FT.
H EET:
5of8
I I"') z c
KEY
COMMON
BOTANICAL
SIZE
NO.
REMARKS
An
SHADBLOW
AMELANCIER
6'- 7' FT.
1
B&B.
MULTI -STEM
l�
SERVICEBERRY
CANADENSIS
AR
RED
ACER
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1
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RUBRUM
AC`
SUGAR
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3. 0"-5.5" CAL.
1
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J
MAPLE
SACCHARUM
SWEET
CLETHRA
24"-30" HT.
5
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l`1
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ALNIFOL/A
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RED OSIER
CORNUS
30"-36" HT.
6
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J
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SERICEA
BLUE FLAG
IRIS
12"-18" HT.
84
Ca 24" O.C.
R
IRIS
VERSICOLOR
/
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ILEX
3'-4' HT.
7
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V
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COMMON
JUN/PERUS
24 "-30" HT.
24
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Jn
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COMMUN/S
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RED
MONARDA
12 "-18" HT
96
Ca 24" 0. C.
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OSTRICH
MATTEUCC/A
12"-18" HT.
96
CO. 24" O.C.
J
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P
F
YELLOW
P07E'N77LLA
18"-24" HT.
12
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PO TEN TILLA
FRUTICOSA
PG
WHI E
PICEA
6'- 7' H T
5
B&B
SPRUCE
GLAUCA
RR
RUGOSA
ROSA
30"-36" HT.
15
CG
ROSE
RUGOSA
HIGHBUSH
VACCINIUM
24"-30" HT.
4
CG
VC
BLUEBERRY
CORYMBOSUM
VD
ARROWWOOD
VIBURNUM
3'-4' HT.
6
B&B
VIBURNUM
DEN TA TUM
H
0
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RUBBER GARDEN HOSE
12 GA. GALVANIZED
WIRE
TREE SHALL BEAR SAME RELATION
TO FINISHED GRADE AS IT BORE TO
PREVIOUS EXISTING GRADE
2" LAYER OF BARK MULCH
POST
� CUT AND REMOVE BURLAP
FROM TOP j OF BALL
SAUCER SHAPED UP
FROM FINISHED GRADE
3'-0"
lciim
.r..
......................rr..5..rrrr
low
[= TWICE DIA. OF ROOT
TOPSOIL MIXTURE
UNDISTURBED GRADE OR
EARTH BERM MIXTURE
NOTE:
DETAIL ALSO APPLIES TO SHRUB
INSTALLATION
3" MIN. (EXCLUDE STAKING PROCEDURES)
CONIFEROUS TREE
NOT TO SCALE
12" MIN.
18"
1"2
rrr..r ..... r.u.0
L1:7DIA. OF ROOT BALL
TREE WRAPPING FASTENED
NEAR TOP AND BOTTOM
RUBBER GARDEN HOSE
12 GA. GALVANIZED WIRE
CEDAR POST
TREE SHALL BEAR SAME RELATION
TO FINISH GRADE AS IT BORE TO
PREVIOUS EXISTING GRADE
2" LAYER OF BARK MULCH
DECIDUOUS TREE
NUTOSMAX
PLANTS LISTED IN THE PLANTING SCHEDULE
CAN BE SUBSTITUTED FOR SIMILAR SPECIES
OF THE SAME SIZE WITH THE APPROVAL OF
THE OWNER/DEVELOPER AND/OR PROJECT
LANDSCAPE ARCHITECT.
SHOULD A SUBS77TU77ON BE OFFERED, THE
DESIGN PROFESSIONAL SHALL BE NOTIFIED
TO CONFIRM THAT THE SUBSTITUTED
SPECIES ARE NOT REGULATED OR
PROHIBITED SPECIES AS IDENTIFIED BY THE
NYDEC PART 575 INVASIVE SPECIES
REGULATIONS.
ALL LAWN AREAS OF THE SITE SHALL RECEIVE A
MINIMUM OF 4" OF TOPSOIL. ALL LANDSCAPE BEDS
SHALL RECEIVE A MINIMUM OF 12" OF TOPSOIL.
TOP SOIL SHALL HAVE;
2X -20X ORGANIC MATTER
PH OF 6- Z 6X
MAXIMUM PARTICLE SIZE 1.5"
LAWN SEED MIX:
SEED LAWN AREAS WITH GRASS SEED
CONTAINING A MINIMUM 20X KENTUCKY BLUE
GRASS, 20X FESCUE AND A MAXIMUM OF
20X ANNUAL RYE GRASS. SEED SHALL BE
APPLIED AT A RATE OF 7-10 LBS PER
1,000 SF
PLANTING BED PREPARATION NOTE:
ALL PAVEMENT, AND GRAVEL BASE SHALL BE
REMOVED FROM PROPOSED PLANTING BEDS AREAS.
COMPACTED SUB BASE MATERIALS SHALL BE
DECOMPACTED FOR A DEPTH OF 12". PLANTING
BEDS SHALL BE FREE OF ROOTS TILLED TO A DEPTH
12". INCORPORATE 2" OF COMPOST INTO SOIL AND
TOP DRESS WITH 3" OF HARDWOOD MULCH.
GRAPHIC SCALE
SAUCER SHAPED UP
FROM FINISHED GRADE
CUT AND REMOVED BURLAP
FROM TOP j OF BALL
TOPSOIL MIXTURE
UNDISTURBED GRADE
OR COMPACTED FILL
PLANTING NOTES:
1. PLANTING CONTRACTOR SHALL VERIFY FINAL
SELECTION OF PLANT MATERIALS WITH THE
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2. ALL AREAS OF SITE WHICH ARE DISTURBED AND
NOT LANDSCAPED, PAVED, SHALL BE TOPSOILED,
SEEDED, AND MULCHED . (MULCH - STRAW,
HYDROSEED MIX, OR BIODEGRADABLE NETTING.)
MIXTURES TO BE APPLIED SHALL BE
DETERMINED BY OWNER'S REPRESENTATIVES.
TOPSOIL TO BE 4" MINIMUM.
3. EXISTING VEGETATION SHALL REMAIN
UNDISTURBED WITHIN ALL AREAS OF SITE WHICH
DO NOT REQUIRE GRADING.
4. ALL PLANTING BEDS TO RECEIVE 3" MINIMUM
BARK MULCH WITH FILTER FABRIC WEED
CONTROL OR EQUAL.
5. THIS PLAN IS FOR PLANTING PURPOSES ONLY.
REFER TO SITE PLAN FOR DETAILED GRADING
AND UTILITY INFORMATION.
6. GUARANTEE:
A. FOR A PERIOD OF TWELVE MONTHS FROM
THE DATE THAT THE WORK UNDER CONTRACT
IS CERTIFIED AS COMPLETE, THE CONTRACTOR
SHALL:
B. REPLACEMENTS MADE WITHIN SIX MONTHS
AFTER BEGINNING OF THE "GUARANTEE
PERIOD" SHALL NOT EXTEND THE "GUARANTEE
PERIOD" OF THESE PARTICULAR PLANTS;
THOSE REPLACEMENTS MADE SIX MONTHS OR
MORE AFTER THE BEGINNING OF THE
"GUARANTEE PERIOD" SHALL BE MAINTAINED
AND GUARANTEED FOR A PERIOD OF SIX
MONTHS FROM THE TIME OF REPLACEMENT.
APPLICABLE STANDARDS: "AMERICAN STANDARD
FOR NURSERY STOCK" BY THE AMERICAN
ASSOCIATION OF NURSERYMEN AND
"STANDARDIZED PLANT NAMES" BY THE
AMERICAN JOINT COMMITTEE ON HORTICULTURAL
NOMENCLATURE, ARE A PART OF THIS
SPECIFICATION. ALL PLANTS SHALL BE NURSERY
GROWN, NOT GATHERED IN THE FIELD.
20 15 10 5 0 20 40 80
(IN FEET)
INCH = 20 FT.
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EDP PROJECT NUMBER
XXX
7NE ALTERATION OF THESE DOCUMENTS IN ANY WAY.
UNLESS DONE UNDER THE DIRECT SUP£RWSION OF A
COMPARABLE PROFESSIONAL, (1.E) ENOWEER FDR AN
ENGINEER, LANDSCAPE ARONIIECT FOR A LANDSCAPE
ARC 17ECT OR SURVEYOR FOR A SURVEYOR. IS A WOLARON
OF DIE NEW YORK STATE EDUCATION LAW AND/OR
RECLILA71ONS AND IS A CLASS A* 49SO&WNVOR.
REVISION
DATE
BY
ADD WETLAND INFORMATION
5-23-22
GV
1
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SHEET TITLE:
PLANTING
PLAN
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MOUNTABLE BERM
(OPTIONAU
50'-0" MIN.
Lake
CONSTRUCTION SPECIFICATIONS
George
STONE SIZE — USE 2' CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
LENGTH — AS EFFECTIVE BUT NOT LESS THAN 50 FEET.
THICKNESS — NOT LESS THAN SIX(6) INCHES.
WIDTH — TWELVE (12) 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.
FILTER CLOTH — WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE.
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.
WASHING — WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF—WAY.
WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE
THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS.
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 CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC
RIGHTS —OF —WAY MUST BE REMOVED IMMEDIATELY.
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
v /\ /\ 10 MIL PLASTIC LINING
a O Q O Q Q r LATH AND FLAGGING
ON THREE SIDES
CONSTRUCTION SPECIFICATIONS
CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1.
FEET (501 FROM SENSITIVE AREAS.
THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2•
CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND 3.
MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID
AND CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS.
(APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4•
PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE
SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS 5•
THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITIES MUST BE
CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL.
LATH AND FLAGGING
ON THREE SIDES
Pi(swelmulln"
MAINTENANCE AND CLEANING
DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM
DRAINS OR DIRECTLY ONTO GROUND
DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL.
PLACE A SECURE NON COLLAPSING, NON -WATER COLLECTING COVER
OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT
ACCUMULATION AND OVERFLOW.
REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE
STRUCTURE TO A FUNCTIONAL STATE.
INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR
DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH
NEW POLY SHEETING AFTER EACH CLEANING).
CONCRETE WASHOUT FACILITY
NOT TO SCALE
(TEMPORARY BELOW GRADE)
4G51-i" ALONG ThE 5110RE
91t to Shore
10'± to Shore
20
SILT FENCE SPACING REQUIREMENTS
SLOPE
STEEPNESS
SLOPE LENGTH/FENCE LENGTH (FT.)
STANDARD
REINFORCED
SUPER
<2X
<50:1
300 / 1500
N / A
N / A
2-10X
50:1 TO 10:1
125 / 1000
250 / 2000
300 / 2500
10-20X
10:1 TO 5:1
100 / 750
150 / 1000
200 / 1000
20-33X
5:1 TO 3:1
60 / 500
80 / 750
100 / 1000
33-50X
3:1 TO 2:1
40 / 250
70 / 350
100 / 500
>5OX
>2:1
20 / 125
30 / 175
50 / 250
WETLAND AREA - 1,01A* SO. FT.
LANDS N/F OF
O'KEEFE
SILT FENCE GENERAL NOTES:
1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 Fr. PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE
AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA
2. POSTS MAY BE 1.25'x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2'x2" NOM. HARDWOOD, OR STEEL 'T" OR 'U' POSTS (11b per
If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL).
3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 Fr. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE
PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE.
4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6' BELOW GROUND. THE'FENCE SHALL BE INSTALLED WITH THE POSTS ON THE
DOWNSTREAM SIDE OF THE FABRIC.
5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE:
SLOPE MAXIMUM
STEEPNESS LENGTH (f
2:1 25
3:1 50
4:1 75
5:1 OR FLATTER 100
6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Y4 ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH
OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING
TO THE BARRIER.
7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5' OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY
DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED.
8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE—HALF OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE
MATERIAL
SILT FENCE 5' MIN (10' PREFERRED) --I
rn \-HARDWOO[
POST
UNDISTURBED
SEDIMENT GROUND
SLOPE ' ONTAINMENT
AREA
x
a
1
ILT FENCE INSTALLATION NOTES:
1. GEOTEXTILE FABRIC AND WOVEN WIREMESH TO
BE FASTENED SECURELY TO FENCE POSTS WITH
WIRE TIES OR STAPLES.
2. FILTER CLOTH TO BE FASTENED SECURELY TO
WOVEN WIRE FENCE WITH TIES SPACES EVERY
24' AT TOP AND MID SECTION.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN
EACH OTHER THEY SWILL BE OVERLAPPED BY
SIX INCHES, FOLDED AND STAPLED.
4. MAINTENANCE SHALL BE PERFORMED AS
NEEDED AND MATERIAL REMOVED WHEN
'BULGES" DEVELOP IN THE SILT FENCE.
NOT TO SCALE
WOVEN WIRE MESH
REINFORCEMENT (IF
NECESSARY) MIN. 14
GAUGE WITH MAX. 6"
OPENING
PLAN AI
_ 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)*
HARDWOOD POST
* OR STEEL "T" OR "U" SECTION POSTS (1 lb/If MIN.)
- WOVEN GEOTEXTILE FABRIC GEOEX 2130 (OR EQUAL)
- SILT FENCE ASSEMBLY (SEE INSTALLATION NOES)
SEDIMENT
CONTAINMENT ARVA
jj�l
5' MIN (10' PREFER ED)
n
TOE OF
SLOPE
RETAIN EXISTING
VEGETATION, IF
POSSIBLE
EXCAVATE TRENCH, BURY SILT FENCE FABRIC
AND BACKFILL/COMPACT EXCAVATED EARTH
SECTION
AIL
UNDISTURBED
o �t GROUND
M N 1
f-
` QUEENSBURY EROSION CONTROL NOTES:
r* \ 1) TEMPORARY EROSION CONTROL SHALL BE PROVIDED FOR ALL DISTURBED AREAS IN ACCORDANCE WITH THE
NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. THE TEMPORARY
. ' 0' / c+G EROSION CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY UNTIL PERMANENT CONTROL MEASURES
='' • L \� ARE IN SERVICE..
1 Q 2) STAGING OF CONSTRUCTION TO FACILITATE EROSION CONTROL SHALL BE REQUIRED. ONLY THOSE AREAS
T ; \ WHERE CONSTRUCTION IS ACTIVELY OCCURRING SHALL REMAIN OPEN AND UNVEGETATED. ALL AREAS THAT ARE
\ M NOT WITHIN AN ACTIVE CONSTRUCTION AREA SHALL BE MULCHED AND STABILIZED OR SHALL BE MULCHED
AND REVEGETATED. AN "ACTIVE CONSTRUCTION AREA" IS DEFINED AS ONE ON WHICH SUBSTANTIAL
CONSTRUCTION ACTIVITY HAS OCCURRED WITHIN THE PAST SEVEN CALENDAR DAYS. TEMPORARY OR
PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED WITHIN 10 DAYS FOLLOWING THE LAST
/ SUBSTANTIAL CONSTRUCTION ACTIVITY.
3) COMPLIANCE WITH THE FOLLOWING RESTRICTIONS SHALL BE REQUIRED:
(A) NO VEGETATION SHALL BE FELLED INTO ANY LAKE, POND, RIVER, STREAM OR INTERMITTENT STREAM, AND,
IF INADVERTENTLY FELLED INTO ONE OF THESE WATER BODIES, SHALL BE REMOVED IMMEDIATELY FROM THE
WATER BODY.
(B) FOR LAND WITH SLOPES GREATER THAN 15% OR WITHIN 500 FEET OF THE MEAN HIGH WATER MARK OF
ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH
L, _•;.j r� i -, EARTHEN MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION
*,+ t ityP''' FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA
"Yr1 t� i AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED.
SrABLIZIED T j CI ENTRANCE AS PER (C) ANY WHOLLYECLEAREDOF NORF ROM WHICH THE NATURAL EMOVED BY DEVELOPMENT ACTIVITIES ATIVE COVER
BE REVEGETA EDBEEN R WITHINLLY 10 DAYS FROM
THE SUBSTANTIAL COMPLETION OF SUCH CLEARING AND CONSTRUCTION. ACCEPTABLE REVEGETATION SHALL
CONSIST OF THE FOLLOWING:
(C)1. RESEEDING WITH AN ANNUAL OR PERENNIAL COVER CROP ACCOMPANIED BY PLACEMENT OF STRAW
MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE, BUT NOT LESS THAN 50% OF THE TOTAL
Wit{ DISTURBED AREA, TO CONTROL EROSION UNTIL SUCH TIME AS THE COVER CROP IS ESTABLISHED OVER
A 90% OF THE SEEDED AREA.
(C)2. REPLANTING WITH NATIVE WOODY AND HERBACEOUS VEGETATION ACCOMPANIED BY PLACEMENT OF
STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE TO CONTROL EROSION UNTIL THE
PLANTINGS ARE ESTABLISHED AND ARE CAPABLE OF CONTROLLING EROSION.
(.00 Bench Mark (C)3. ANY OTHER RECOGNIZED METHOD WHICH HAS BEEN REVIEWED AND APPROVED BY THE MUNICIPALITY AS
SATISFYING THE INTENT OF THIS REQUIREMENT.
° RR Splke In (D) ANY AREA OF REVEGETATION MUST EXHIBIT SURVIVAL OF A MINIMUM OF 75% OF THE COVER CROP
UP NG 3 THROUGHOUT THE YEAR IMMEDIATELY FOLLOWING REVEGETATION. REVEGETATION MUST BE REPEATED IN
Elev. = 328. 4' SUCCESSIVE YEARS UNTIL THE MINIMUM SEVENTY -FIVE -PERCENT SURVIVAL FOR ONE YEAR IS ACHIEVED.
(, (E) GROUND -CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15 TO APRIL 15,
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
r WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUT ARE NOT LIMITED TO, THE USE OF SCREEN MESH,
O I NETTING, EXTRA MULCH AND SILTATION FENCES.
�® .,` EROSION CONTROL A
ND GRADING NOTES:
1) MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY
1 STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT WILL BE NECESSARY TO ADJUST THE ACTUAL
LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE
1 CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE
SITE.
�I
2) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL P AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS.
3) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE.
/ PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%.
4) SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE
ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL
T., BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES.
5) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL
.' APPLICATION.
5) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION
DURING AND AFTER CONSTRUCTION.
7) ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN).
B) EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES: AN ORGANIC
FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN
NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL U-SHAPED
STABLES, 2 STAPLES PER SQUARE YARD, OR AS PER MANUFACTERER'S INSTRUCTIONS.
9) STREAM REACHES ON -SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE
CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES
UPSTREAM OF THE CONSTRUCTION ACTIVITY.
Lands N/F of 10) VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION
Pamela Golde CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED
ON PUBLIC ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP
B:1306 P218 IMMEDIATELY.
226. 15-5-15
GRAPHIC SCALE
20 15 10 5 0 20 40 80
(IN FEET)
1 INCH = 20 FT.
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EDP PROJECT NUMBER
xxx
THE ALTERATION OF THESE DOC M 04TS IN ANY WAY,
LMESS DONE UNDER THE DIRECT SUPERWMON OF A
CONWARABLE PROFESSIONAL, (I.E.) ENGNEER FOR AN
ENpNEER, LANDSCAPE ARCH/7ECT FOR A LANDSCAPE
ARCMTECT OR SURVEYOR FOR A SURFEM% IS A WOLA77O✓
OF THE NEW YORK STATE EDUC477ON LAW AND1174
REWULADONS AND IS A CLASS A" MISDEMEANOR.
REVISION
DATE
BY
ADD WETLAND INFORMATION
5-23-22
GV
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j
SCALE:
1"=20'
SHEET TITLE:
EROSION
AND
SEDIMENT
CONTROL
PLAN
SHEET:
7
of
8
f
v
L9
CD
v
C3
0
(U
Cu
0
(U
Co
CD
3
HOLDING TANK ALARM SYSTEM:
TANK ALERT/ ALARM PANEL WITH ALS-800 SERIES LEVEL SENSOR
SPECIFICATIONS:
ALARMS AVAILABLE FOR HIGH OR LOW LIQUID LEVEL WARNING WATERPROOF, UL LISTED CABLE SPLICE
KIT INCLUDED.
VOLTAGE: PRIMARY 120V 60 Hz WITH 6 FT. LINE CORD. SECONDARY 12V 60 Hz.
WATTS: 6.5 WATT ALARM CONDITION.
ENCLOSURE: 6 in. x 4 in. x 2.5 in. (15.24cm x 10.16cm x 6.35c m) NEMA 1 METAL
ENCLOSURE ELECTRICAL KNOCKOUTS FOR DIRECT WIRE OPTIONS ARE
STANDARD ON THE ENCLOSURE.
ALARM SWITCH
CONNECTION TERMINAL: 1 AMP, 24 VAC.
ALARM HORN: 87 DECIBELS AT 10 FT.
ALARM FLOAT: S.J. ELECTRO SYSTEMS, INC.
ALS-800 SERIES MULTI LEVEL SWITCH (LEVEL SENSOR) BUILT TO ORDER
1 /2" NPT STEM
STAINLESS STEEL FLOATS (2) PART NUMBER A14569
J-BOX, TO FIT 1 /2" NPT MOUNTING STEM
OPTIONS: AUXILIARY DRY CONTACTS FOR REMOTE ALARM HOOK-UP.
ALARM PLACEMENT:
ONE ALARM PER HOLDING TANK. ALARMS TO BE LOCATED WITHIN BUILDING INTERIOR PER ARCHITECT.
NOTES
1. CONTRACTOR TO VERIFY LINE VOLTAGE AT SITE.
2. ALL ELECTRICAL WORK TO BE DONE IN FULL COMPLIANCE WITH THE CURRENT EDITION OF THE
NATIONAL ELECTRICAL CODE.
3. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL APPLICABLE ELECTRIC AND PLUMBING
CODES AT ALL TIMES DURING CONSTRUCTION.
4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ELEVATIONS AND
REVIEW WITH ENGINEER PRIOR TO CONSTRUCTION.
5. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS
DURING CONSTRUCTION.
HOLDING TANK NOTES:
1. INSTALLATION OF HOLDING TANKS INVOLVE ABANDONING AND PLUGGING OF EXISTING FLOOR
DRAIN CONNECTIONS TO OUTSIDE DRAINAGE PIPING, ETC. AND THE FLOOR DRAINS TO HOLDING
TANKS. REFER TO ARCHITECT'S PLANS FOR INFORMATION.
2. CONTRACTOR SHALL CONSULT WITH ARCHITECT AND ENVIRONMENTAL ENGINEER - PRIOR TO TANK
INSTALLATION - IF FIELD CONDITIONS DIFFER FROM INFORMATION ON PLANS.
ESTABLISHING HOLDING TANK ELEVATIONS:
1. TANK ELEVATIONS TO BE ESTABLISHED IN FIELD.
2. CONTRACTOR TO VERIFY FLOOR DRAIN OUTLET PIPE ELEVATION AND CALCULATE HOLDING TANK
INLET INVERT BASED ON NECESSARY LENGTH OF RUN OF NEW DISCHARGE PIPING AT A MINIMUM
SLOPE OF 2%.
3. HOLDING TANK INLET INVERT MUST HAVE THE SAME RELATIONSHIP TO THE TANKS INSIDE HEIGHT
AS THAT SHOWN WITHIN THE DETAILS OF THIS SHEET.
STORMWATER MANAGEMENT
ELEVATIONS
SMA#5
AREA
SMA#8
A-1 (FT)
322.90
324.50
A-2 (FT)
6"
„
9
A-3 (FT)
323.40
325.25
DEPRESSION TO BE
PLANTED OR SEEDED WITH
APPROPRIATE GROUNDCOVER
VEGETATION, BY OWNER
- A-3
PONDING DEPTH
I_ VARIES
�lIIIT_:�A-2
BOTTOM OF GRASSED DEPRESSION III Il MAINTAIN 2' MIN.
SHALL REMAIN UNCOMPACTED IN - - VERTICAL SEPARATION
ORDER TO PROMOTE INFILTRATION. TO GROUNDWATER OR
IMPERVIOUS LAYER.
WINTER INFILTRATION AREA (FOR GRASSED
WASHED UNIFORM STONE DEPRESSION #2 ONLY)
4 FT BELOW BOTTOM OR
BELOW FROST, WHICHEVER 4" PERFORATED PVC
IS GREATER SDR-35 UNDERDRAIN
(ONLY FOR SMA#8) (GRASSED DEPRESSION #1)
(SEE DETAIL)
�i SHALLOW GRASSED DEPRESSION
NOT TO SCALE
#2 CLEAN CRUSHED
OR ROUND STONE
UJ
in
WRAP BOTTOM 4" OF
STONE WITH NON -WOVEN _
GEOTEXTILE SUCH AS MIRAFI
160N OR EQUAL
KEEP BOTTOM OF DRIP EDGE
LEVEL AT 324.08'
CENTER OF STONE TRENCH TO
BE SLIGHTLY DEPRESSED
UNCOMPACTED EXISTING EARTH
DRIP EDGE
NOT TO SCALE
2'
WINTER INFILTRATION AREA
WASHED UNIFORM STONE
4 FT BELOW BOTTOM OR
BELOW MOST, WHICHEVER
OVERFLOW WEIR
(SEE PLAN & DETAIL)
•Y •-
-•-•• - •
• • • • - -
jsna�d, rsl z'd, �sl10
INLET
PIPE
HOLDINC
NOT TO SCALE
*TO BE MACHINED FOR
BOLTING, 2 ® 180',
STAINLESS STEEL.
IMPORTANT:
CORE FOR 35"
ATTACHING WITH Y2"x3" LONG HEX
HEAD STAINLESS STEEL ANCHOR BOLTS
DRILLED INTO CONCRETE WALL.
TANK WITH ALARM LEVEL DIAGRAM
TANK MUST CONFORM TO NYS DEPT.
OF CONSERVATION REGULATION FOR
THIS USE. INTERIOR & SEAMS TO BE
SEALED WATERTIGHT WITH OIL AND
CHEMICAL RESISTANT MATERIALS,
USING E-PDXY INDUSTRIES INC.
SYSTEM.
10
6"
I
I
6"
i'
�On
CONCRETE: 4000 PSI
REINFORCEMENT: ASTM A615 - GRADE 60
ENTRAINED AIR: 5.0% - 9.0%
MEETS ASTM C890
1 HOLDING TANK
CONCRETE PLUGS TO BE REMOVED
PER INSTALLATION OF GRADE
RINGS AND LOCKING COVERS:
HEAVY DUTY LOCKING MANHOLE FRAME
AND COVER ON INLET AND OUTLET
#1009* WITH FLOW SEAL COVERS BY
CAMPBELL OR APPROVED EQUAL
NOT TO SCALE
V
TIR+gAL MANTEL AIM SCHEDIU:
ACRNTY
faNtlui
ENSURE TWAT PAVER AREA IS CLEAN OF
MONTHLY
DEBRIS
ENSURE THAT AREA DEWATERS BETWEEN
MONTHLY AND AFTER STORMS
STORMS
EHSULE THAT THE AREA IS CLEAN OF
MONTHLY
SEDIMENTS
MOW UPLAND AND ADJACENT AREAS, AND S®
AS NEEDED
BARE ARES
VACUUM SWEEP FRECUENTLY 70 KEEP SURFACE
TYPICALLY 3 TO 4 TIMES A YEAR
FREE OF SEDIMENTS
INSPECT THE SURFACE FOR DETERIORATION OR
ANNUAL
SPALLING
CONTRACTOR TO COORDINATE
WITH OWNER ON PAVER
BLOCK SELECTION
2'-0" I.D. CONC. GRADE RINGS,
HT. AS REQUIRED
24" TAPERED HOLE
& PLUG (TYP.)
/
/ (n
/ otTj
/ Q z
U K)
0_
J
Q
I I
I I
I I
I I
SHALLOW GRASSED PLANTER
ELEVATIONS
GRASS
PLANTER #1
GRASS
PLANTER #2
GRASS
PLANTER #3
GRASS
PLANTER #4
GRASS
PLANTER #7
GRASS
PLANTER #8
GRASS
PLANTER #9
A-1 (FT)
324.25
324.25
324.95
325.00
324.25
324.95
325.00
A-2 (FT)
324.60
324.00
324.50
324.00
324.60
324.50
324.50
A-3 (FT)
325.00
325.00
325.70
325.75
325.00
325.70
325.75
A-4 (FT)
324.75
324.75
325.45
325.50
324.75
325.45
325.50
I I
I I
I I
I
TYPICAL DOWNSPOUT
I
I I
AS PER ARCHITECT
I I
I I
TYPICAL DOWNSPOUT
I
OUTLET INTO RAIN GARDEN
I
WITH STONE APRON
I
I I
I I
WHERE REQUIRED
I I
I I
BASE ELEV="A-1"
I I
MULCH WITH LEAF
I I
COMPOST OR SHREDDED
I I
I I
WOOD, AVOID WOOD CHIPS
I
-----
I ���������� INFILTRATION TO
GROUND WATER
I
I
I
I IMPERMEABLE MEMBRANE
L- (POLY OR PVC WATERPROOF
r LINER) ON INTERIOR OF
WALL AS PER ARCHITECT
I
L- - - - - - J
s1 SHALLOW GRASSED P
NOT TO SCALE
TOWN OF OUEENSBURY-TOWN CODE CHAPTER 136-11 HOLDING TA
SELECTED NATIVE PLANTS
(SEE LAKE GEORGE NATIVE
PLANTS FOR RAIN GARDENS)
A. HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH
PURSUANT TO THE VARIANCE PROVISIONS AT §§136-18 TO 136-20 OF THIS CHAPTER.[AMENDED 5-5-1997 BY L.L. NO. 4-19971
B. IN THE EVENT THE LOCAL BOARD OF HEALTH GRANTS A VARIANCE AUTHORIZING USE OF A HOLDING TANK, THE DESIGN AND
INSTALLATION OF THE HOLDING TANK AND ALARM SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: [AMENDED
5-5-1997 BY L.L. NO. 4-1997]
(1) THE HOLDING TANK SHALL BE A WATERTIGHT PRECAST CONCRETE SEPTIC TANK, WITHOUT OUTLETS, WITH A WATERTIGHT
SEALANT MATERIAL FOR JOINTS BELOW THE MAXIMUM WATER LEVEL. THE TANK SHALL ALSO BE EQUIPPED WITH A
TWO-PHASE ALARM SYSTEM. REFER TO FIGURES 2 AND 3 FOR THE DETAILS AND SPECIFICATIONS REQUIRED. EDITOR'S NOTE
FIGURES 2 AND 3 ARE INCLUDED AT THE END OF THIS CHAPTER.
(2) THE HOLDING TANK CAPACITY MUST BE EQUAL TO AT LEAST TWICE THE VOLUME OF WASTE GENERATED BETWEEN
ANTICIPATED REMOVAL DATES. THE FOLLOWING TABLE GIVES THE MINIMUM SIZE OF HOLDING TANK REQUIRED AND IS BASED
ON SEVEN DAYS BETWEEN ANTICIPATED REMOVAL DATES:
REQUIRED MINIMUM HOLDING TANK CAPACITIES
NUMBER OF BEDROOMS HOLDING TANK CAPACITY REQUIRED
(GALLONS)
1 2,000
2 3,000
3 3,500
4 4,000
5 4,500
(1) THE HOLDING TANK MAY BE SUBJECT TO SEVERE FLOTATION FORCES IN AREAS OF HIGH GROUNDWATER. THUS, HIGH
GROUNDWATER DETERMINATION, AS PROVIDED FOR IN APPENDIX F. EDITOR'S NOTE: APPENDIX F IS INCLUDED AT THE END
OF THIS CHAPTER. IS REQUIRED WITH EACH APPLICATION SUBMITTAL. WHERE HIGH GROUNDWATER CONDITIONS EXIST,
CALCULATIONS BY A REGISTERED ENGINEER ADDRESSING TANK FLOATATION AND MITIGATING MEASURES ARE REQUIRED.
(4) HOLDING TANKS SHALL BE LOCATED ABOVE THE ONE -HUNDRED -YEAR FLOOD LEVEL.
(5) HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES, AS PROVIDED FOR IN APPENDIX A, TABLE I, MUST BE
MET. EDITOR'S NOTE: APPENDIX A. TABLE I, IS INCLUDED AT THE END OF THIS CHAPTER. THE SEPARATION DISTANCE
REQUIRED FOR HOLDING TANKS SHALL BE THE SAME AS REQUIRED FOR SEPTIC TANKS.
(6) HOLDING TANKS TO BE LOCATED UNDER DRIVEWAYS, ROADS, PARKING AREAS OR AREAS SUBJECT TO HEAVY LOADING SHALL
BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADS. CERTIFICATION OF LOAD CAPACITY SHALL BE SUPPLIED BY THE TANK
MANUFACTURER.
(7) THE HOLDING TANK SHALL BE ACCESSIBLE FOR A PUMPING VEHICLE. EVIDENCE OF AGREEMENT WITH A LICENSED
PROFESSIONAL HAULER FOR PUMP OUT AND DISPOSAL IS NECESSARY PRIOR TO APPROVAL OF INSTALLATION.
TANK TO BE SET ON (8) THE STALLE
OLING TANK SHALL BE REMOVED OR FILLED WITH AN INERT MATERIAL IF ABANDONED OR WIHEN PUBLIC SEWERS ARE
D.
6" CLEAN SAND OR PEA
GRAVEL (TYP.)
INLET KNOCKOUTS PROVIDED FOR 6" PIPE
ON THREE SIDES.
OUTLET OPENING TO ACCOMMODATE 6" PIPE
IF TANK COMES WITH OUTLET OPENING
AND EXTRA INLET OPENINGS, SUCH
OPENINGS MUST BE THOROUGHLY
MORTARED CLOSED AND THOROUGHLY
SEALED.
• POROUS PAVERS AND ASSOCIATED SUBBASE SHOULD BE INSTALLED
TOWARD THE END ON THE CONSTRUCTION PERIOD. UPSTEAM
CONSTRUCTION SHOULD BE COMPLETED AND STABILIZED PRIOR TO
CONNECTION TO POROUS PAVERS.
• POROUS PAVER AREAS SHOULD BE CLEARLY MARRED PRIOR TO
CONSTRUCTION TO AVOID ANY SOIL DISTURBANCE AND COMPACTION
DURING CONSTRUCTION.
• SUBSURFACE AREA SHOULD BE EWAVATED TO PROPER DEPTH.
EXISTING SUBGRADE SHALL NOT BE COMPACTED OR SUBJECTED TO
EXCESSIVE CONSTRUCTION EOUIPMENT• PRIOR TO PLACEMENT OF
GEOTDfT1LE AND STONE BED. IF THE AREA HAS BEEN COMPACTED
DUE TO DISTURBANCE AND CONSTRICTION EQUIPMENT LOADING
DURING EARLIER STAGES OF CONSTRUCTION THE SUBSURFACE
SHALL BE DECOMPACTED AND RESTORED I Y TILLING THE SOIL TO
A DEPTH OF 12 INCHES BELOW THE BOTTOM OF THE STONE BED
WITH A CAT -MOUNTED RIPPER, TRACTOR MOUNTED OW, OR
TILLE2
• PLACE GEOTEXTILE AND STONE BED IMMEDIATELY UPON APPROVAL
OF SUBGRADE PREPARATION.
• FABRIC SHALL EXTEND AND BE SECURED AT LEAST 4 FEET
OUTSIDE OF BED. THIS EDGE STRIP SHALL REMAIN IN PLACE UNTIL
ALL BARE SOILS CONTIGUOUS TO THE BEDS ARE STABILIZED AND
VEGETATED.
CONCRETE PAVER BY TECHO BLOCK "PURE• OR
EDGE RESTRAINT JOINT FILLWASHED
EQUAL ON HOUSE AREA, OPEN CELL PAVER IN
REQUIRED STORE XN-
CABIACCONRDANCE INSTALL AND SPACE IN
WITH MANUFACRIRESS SPEOFIC11TTON
BEDDING LAYER: JV WASHED
. -: a•:
STONE (2" THICK)
NON WOVEN GEOTEXTILE
FABRIC
FOUNDATION:
®
le0
31V CRUSHED STONE (4- MAN)
, '
WRAP STONE RESERVOIR WITH
MIN. 3' SEPARATION TO
BEDROCK OR GROUNDWATER
p IO
�X' N �® !! I o
N pp 7 17
WOVEN GEOTEXTILE FABRIC
SUCH AS AMOCO 2008 OR EQUAL
RESERVOIR:
2-3- CRUSHED STONE (6- MIN)
UNCOMPACTED SUBGRADE
INFILTRATION RATE OF SOIL
NEEDS TO BE DETERMINED
PERMEABLE
BLOCK
PAVER
SECTION
NOT TO SCALE
LOCKING
ASESP�HAL71 � FORMILL
MI L PNER)
ER
SHUTOFF
6" PONDING DEPTH
TYPICAL RAIN
GARDEN WALL
AS PER
ARCHITECT
• RECOMMENDED SOIL MEDIA MIX
TYPICAL FOR GRASSED PLANTERS:
85% SAND (LESS THAN 5% CLAY CONTENT)
10% SOIL FINES
5% ORGANIC MATTER
MIX SHALL BE FREE OF STONE, ROOTS WOODY
DEBRIS AND ANIMAL WASTE, WITH A SOIL P INDEX t
LESS THAN 30. (PER CENTER FOR WATERSHED
PROTECTION)
SEE SITE PLAN FOR DIMENSIONS OF INDIVIDUAL
GRASSED PLANTERS
TOP OF WALL
ELEV="A-3"
TYPICAL RAIN GARDEN
WEIR AS PER ARCHITECT
WEIR ELEV="A-4"
IMPERMEABLE MEMBRANE
(POLY OR PVC WATERPROOF
LINER) ON INTERIOR OF
WALL AS PER ARCHITECT
FILL SOIL PER NOTES
WINTER INFILTRATION AREA
WASHED UNIFORM STONE
4 FT BELOW BOTTOM OR
BELOW FROST, WHICHEVER
IS GREATER
FILTER FABRIC
TYPICAL FINISH
GRADE ELEV="A-2"
CENT TO BUILDIN
(9) THE ALARM SYSTEM SEQUENCE OF OPERATIONS IS AS FOLLOWS: WHEN THE LEVEL OF THE HOLDING TANK REACHES 50% OF
THE USABLE LEVEL IN THE TANK, THE YELLOW LIGHT WALL INDICATE "TANK HIGH LEVEL." WHEN THE LEVEL OF THE HOLDING
TANK REACHES 100% OF THE USABLE LEVEL IN THE TANK, THE BUZZER WILL SOUND, THE RED LIGHT WILL FLASH TO SHUTOFF SO
LENOID INDICATE "TANK D 0 LEVEL" AND THE SOLEN D VALVE IN THE MAIN WATER LINE
WILL ENERGIZE AND CLO
SE TO
PREVENT ANY MORE WATER FROM ENTERING THE RESIDENCE. THE PUSHBUTTON WILL BE USED TO SILENCE THE BUZZER. THE
SYSTEM WILL RESET AFTER THE
HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF THE LEVEL SWITCHES.
(10) FLOAT SWITCHES SHALL BE DIRECT ACTING, NORMALLY OPEN, SUSPENDED, WITH BUILT-IN WEIGHT WHICH ACTUATES WHEN
THE LONGITUDINAL AXIS OF THE
FLOAT IS HORIZONTAL AND DEACTUATES WHEN THE LIQUID LEVEL FALLS ONE INCH BELOW
THE ACTUATION LEVEL. THE FLOAT SWITCH SHALL OPERATE AT 120 VOLTS ALTERNATING CURRENT WITH A PILOT DUTY OF
4.5 AMPERES MINIMUM. THE CONTACT SHALL BE NORMALLY OPEN, I.E., IT SHALL CLOSE WHEN THE FLOAT RISES ABOVE THE
ACTUATION LEVEL. THE FLOAT SHALL BE CHEMICAL -RESISTANT POLYPROPYLENE CASING WITH A FIRMLY BONDED ELECTRICAL
CABLE PROTRUDING. ONE END OF THE CABLE SHALL BE PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWITCH,
AND THE ENTIRE ASSEMBLY ENCAPSULATED TO FORM A COMPLETELY WATERTIGHT AND IMPACT -RESISTANT UNIT, GOULD
TYPE A2-3 OR EQUIVALENT.
(11) THE FLOAT SWITCH WIRING SHALL BE TERMINATED IN A NEMA 4X JUNCTION BOX MOUNTED INSIDE THE HOLDING TANK. ALL
WIRING FROM THE FLOAT SWATCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTALLED UNDERGROUND
IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES. WIRING
SHALL BE 3#12AWG, TYPE THW OR THWN, CONDUCTORS IN A ONE HALF -INCH PVC CONDUIT. ONE LEVEL SWITCH SHALL BE
ACTUATED WHEN THE TANK IS AT 50% OF THE USABLE CAPACITY TO INDICATE A HIGH LEVEL. THE SECOND LEVEL SWITCH
SHALL BE ACTUATED WHEN THE TANK IS AT 100% OF THE USABLE CAPACITY TO INDICATE A SHUT OFF LEVEL.
(12) THE CONTROL RELAYS SHALL BE GENERAL PURPOSE, 120 VOLTS ALTERNATING CURRENT, WITH CONTACTS RATED FOR FIVE
AMPERES CONTINUOUS. THE NUMBER AND TYPE OF CONTACTS SHALL BE AS SHOWN, SQUARE "D" 8501, TYPE RS-14, OR
EQUIVALENT. A RELAY SOCKET TO MATCH THE CONTROL RELAY FURNISHED SHALL BE PROVIDED.
(13) THE ALARM LIGHTS SHALL BE 120 VOLTS ALTERNATING CURRENT PILOT LIGHTS WITH A DOMED PLASTIC LENS. THE "TANK
HIGH LEVEL" LIGHT LENS SHALL BE YELLOW, SQUARE "D" KP1Y9 TYPE K OR EQUIVALENT. THE "TANK SHUTOFF LEVEL" LIGHT
SHALL BE SUPPLIED WITH A FLASHER AND A RED LENS, SQUARE "D" KPF1R9 TYPE K OR EQUIVALENT.
(14) THE BUZZER SHALL BE 120 VOLTS ALTERNATING CURRENT, HEAVY DUTY, ADJUSTABLE VOLUME EDWARDS ADAPTABUZZER,
TYPE 340A-N5 OR EQUIVALENT.
(15) A NORMALLY OPEN, 120 VOLTS ALTERNATING CURRENT, NONILLUMINATED PUSHBUTTON SHALL BE PROVIDED. THE
PUSHBUTTON SHALL HAVE A FULL GUARD. SQUARE "D" KR1UH5 TYPE K OR EQUIVALENT.
(16) THE RELAYS AND RELAY SOCKETS SHALL BE MOUNTED IN A GENERAL PURPOSE NEMA 1 ENCLOSURE. THE ALARM LIGHTS,
BUZZER AND THE BUZZER SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE. ALL NECESSARY
MATERIALS SHALL BE PROVIDED, I.E., TERMINAL BLOCKS, CONNECTORS, ETC., TO MOUNT AND CONNECT ALL DEVICES. THIS
ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING DESCRIPTION "HOLDING TANK LEVEL ALARM
SYSTEM." PLASTIC LAMINATED NAMEPLATES, WHITE THROUGH TO BLACK CORE, SHALL BE PROVIDED OVER EACH DEVICE. THE
NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE SCHEMATIC. ALL WIRING IN THE HOLDING TANK LEVEL ALARM
SYSTEM CONTROL PANEL SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. A COPY OF THE SCHEMATIC AND
SEQUENCE OF OPERATION SHALL REMAIN WITH CONTROL PANEL. THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE
LOCATION IN THE RESIDENCE.
(17) THE SOLENOID VALVE SHALL BE A NORMALLY OPEN (ENERGIZE -TO -CLOSE) VALVE, 120 VOLTS ALTERNATING CURRENT AND
SHALL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE. THE SIZE OF THE VALVE ORIFICE SHALL CORRESPOND
WITH THE PIPE DIAMETER OF THE WATERLINE. WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATEST
EDITION OF THE NATIONAL ELECTRIC CODE.
(18) ALL HOLDING TANKS MUST BE INSTALLED BELOW FINISHED GRADE OF THE SITE WITHIN A FIFTY -FOOT RADIUS OF THE
INSTALLATION. THIS SECTION IS INTENDED TO PREVENT THE OCCURRENCE OF MOUNDING IN THE AREA OF THE
TANK.[AMENDED 7-6-1998 BY L.L. NO. 4-1998]
C. OTHER APPLICABLE PROVISIONS CONTAINED IN THIS PART 1 SHALL APPLY IN ADDITION TO THE ABOVE.
TANK NOTES:
1. THE PROPOSED TANK CONFIGURATION SHALL CONSIST OF 2 - 2000 GALLON PRECAST CONCRETE
TANKS.
2. THE TANKS AS SPECIFIED SHALL BE WATERTIGHT. THE TANK LOCATION COULD BE SUBJECT TO
GROUNDWATER CONDITIONS. EXTERIOR SEALANT COATING SHALL BE USED, AS NEEDED, TO
ASSURE THAT NO INFILTRATION (OR EXFILTRATION WHEN NO SEASONAL GROUNDWATER IS
PRESENT) OCCURS.
3. TANKS SUBJECT TO SEASONAL GROUNDWATER CONDITIONS COULD ALSO HAVE THE POTENTIAL
FOR 'TANK FLOATATION'. THE CONTRACTOR, UPON CONSULTATION WITH THE ENGINEER, SHALL
TAKE MEASURES NECESSARY TO ELIMINATE THE RISK OF FLOATATION OF THE TANKS.
I•
.0
ALL JOINTS BELO
BITUMINOUS
LIQUID LEVEL TO BE
WATERTIGHT AND
INTERIOR
COAT
774E SLOPE OF 774E INLET PIPE
LEAKAGE TESTED
KOP 300M
TANK HIGH BETIMEEN 774E RESADEN77AL
PRIOR TO BACKFILL ING
OR EQUAL
t
LEVEL FLOAT UNIT AND THE HOLDING TANK
TO BE 1/4- PER FT.
6- TO 12" LAYER
PEA GRAVEL OR
CRUSHED STONE
SECTION VIEW
BEDDING LAYER m
OUTSIDE
TANK SIZE
MAX LIQUID DEPTH "A•
TANK DIMENSIONS-B-X-C-
"O•
-1-
HEIGHT
2000 GAL
3'-9-
7'-0' X 13'-0'
4'-•"
4'-9-
W-11-
HOLDING TANK LAYOUT
NOT TO SCALE
• • •
- •- 0 • - •1 1.
KEY MATTING AT ALL EDGES
IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS
PLAN VIEW
2'
"R
=III=III=III=III=III=III=III- -
PERFORATED
NOT TO SCALE
BACKFILL TRENCH WITH SANDY
'ZOIL FREE OF DEBRIS, FOREIGN
ATERIAL, BOULDERS ETC. AND
I -SITU INFILTRATION RATE ON
HE ORDER OF 1 INCH/HOUR.
PITCH BOTTOM
TO UNDER DRAIN
UNDISTURBED SOIL
SDR-35 PERFORATED
..,JEER DRAIN
INV.=321.50'
UNDER DRAIN
10
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DRAWN BY
EHK
CHECK BY
GV
EDP PROJECT NUMBER
XXX
THE ALTERATION OF TRH DOCUUMV75 IN ANY WAY,
UNLESS DONE UNDER IRE DIRECT SIAPERNSION OF A
COMPARABLE PROFES9gVN. (LE.) ENGINEER FOR AN
ENGINEER, LANDSCAPE AROYI7ECT FOR A LANDSCAPE
ARCHI7ECT OR SURYEYDR FOR A SURL£YOII: IS A HOLA770N
OF THE NEW YORK STATE EDUCA710V LAW AND/OR
RCGULA77ONS AND IS A CLASS A• MISDEMEANOR.
REVISION
DATE
BY
ADD WETLAND INFORMATION
5-23-22
GV
}
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