PlansLEGEND:
REVISION INDICATOR:X
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:
POTABLE WATER
FIRE LINE
GRAVITY SANITARY SEWER
PRESSURE SANITARY SEWER
STORM SEWER
GAS LINE
OVERHEAD POWER LINE
UNDERGROUND POWER LINE
PROPERTY LINE:
EXISTING MAJOR CONTOUR LINES:
EXISTING MINOR CONTOUR LINES:
TREE LINE:
SHORELINE/STREAM:
FENCES: CHAIN LINK, WOODEN:
PROPOSED MINOR CONTOUR LINES:
PROPOSED MAJOR CONTOUR LINES:100
100
99
99
SANITARY MANHOLE FIRE HYDRANT
WATER VALVE
UTILITY POLE
LIGHT FIXTURE
OVERHEAD COMMUNICATION LINE
UNDERGROUND COMMUNICATION LINE
STORM MANHOLE D
SWALE:
S
(IN FEET)
0150'75'150'300'
GENERAL NOTES:
G-1) LOCATION PLAN IMAGERY AND NEIGHBORHOOD PLAN TAX MAP INFORMATION
OBTAINED FROM WARREN COUNTY PARCEL VIEWER; ZONE MAP IMAGERY OBTAINED
FROM QUEENSBURY ZONING MAP.GRID-LOCATION PLAN
SCALE: N.T.S.
REV #DATE ISSUED / REVISIONS
1 NEIGHBORHOOD PLAN
SCALE: SEE GRAPHIC SCALE
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.PHONE: (518) 792-2907
PRO #
JARRETT En gineers , PLLC
Civil & Environmental En gineerin g
21-010
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
PAUL NASRANI
NASRANI SUBDIVISION
BAY ROAD
TOWN OF QUEENSBURY, NEW YORK
BAY ROADSURREY FIELDS
HOMEOWNERS
ASSOCIATION
1
2
3 PROPOSED LOT #3
(TOTAL OF 3 LOTS PROPOSED)
GLEN
LAKE
TO GLENS
FALLS
CEDAR COURT
HOMEOWNERS
ASSOCIATIONGRID289.15-1-32 SEEL
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,
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M
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5
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289
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4
4
CO
L
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L
A
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0
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8
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C
28
9
.
1
6
-
1
-
1
.
1
PF
E
I
F
F
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R
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A
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1.8
1
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289.15-1-7
LYONS, MICHAEL
0.41 AC
CEDAR COURT
HOMEOWNERS
ASSOCIATION
SITE LOCATIONGRID
-ZONE MAP
SCALE: N.T.S.
GLEN
LAKE
TO LAKE
GEORGE
TO GLENS
FALLS
TO LAKE
GEORGE
PROPOSED LOT #2
(TOTAL OF 3 LOTS PROPOSED)
PROPOSED LOT #1
(TOTAL OF 3 LOTS PROPOSED)
DESIGN INFORMATION:
PROPERTY INFORMATION:
-OWNER: PAUL NASRANI
-APPLICANT: PAUL NASRANI
-TAX MAP# 289.15-1-47 - ZONING: MODERATE DENSITY RESIDENTIAL
ͲWZ >^/ ͗ϲ͘ϰϴцZ ^^ KE'/^DWW/E';dK s Z/&/ z^hZs zͿ
-STEEP SLOPES: NONE
Ͳt d>E^͗Ϭ͘ϮϲцZ ^
-PROPERTY NOT WITHIN FEMA 100 YR FLOODPLAIN
TOWN OF QUEENSBURY JURISDICTION:
-SUBDIVISION REVIEW
-QUEENSBURY WETLAND PERMIT
-QUEENSBURY (ZONING) AREA VARIANCE FOR LOT FRONTAGE AND CONFIGURATION
DEVELOPMENT:
DENSITY:
ϲ͘ϰϴц'ZK^^Z ^
ϲ͘ϰϴц'ZK^^Z ^ͲϬ͘ϯϯцZ ^t d>E^сϲ͘ϭϱц
NET DEVELOPABLE ACRES
'MDR' ALLOWED DENSITY: 2 ACRES PER LOT IF PUBLIC WATER/WASTEWATER NOT SUPPLIED
ϲ͘ϭϱцZ ^рϮZ ^ = 3.075 LOTS; DESIGN FOR 3 LOTS
PROPOSED LOTS:
ηϭͲϮ͘ϭϯцZ ^dKd>
Ϯ͘ϭϯцZ ^hW>E;h/>> Z ' Ϳ
ηϮͲϮ͘ϬϴцZ ^dKd>
Ϯ͘ϬϭцZ ^hW>E;h/>> Z ' Ϳ
ηϯͲϮ͘ϮϳцZ ^dKd>
Ϯ͘ϬϭцZ ^hW>E;h/>> Z ' Ϳ
LOT ACCESS:
-PRIVATE DRIVEWAYS FOR EACH LOT (LOTS 2 & 3 SHARED ENTRANCE)
WATER SUPPLY:
-MUNICIPAL WATER SUPPLY; CONNECTION IN ACCORDANCE WITH TOWN OF
QUEENSBURY STANDARDS
WASTEWATER MANAGEMENT:
-INDIVIDUAL WASTEWATER TREATMENT SYSTEMS IN ACCORDANCE WITH TOWN
OF QUEENSBURY AND NYSDOH STANDARDS
STORMWATER MANAGEMENT & EROSION CONTROL:
-PER TOWN OF QUEENSBURY & NYSDEC STANDARDS
ELECTRIC POWER:
-INDIVIDUAL ELECTRIC & GAS SERVICE BY NATIONAL GRID; CABLE & PHONE
SERVICE BY VERIZON AND/OR SPECTRUM, ETC.
SCHOOL DISTRICT:
-QUEENSBURY UNION FREE
NASRANI SUBDIVISION SHEET INDEX
DRAWING:DRAWING TITLE SHEET:
COVER COVERSHEET 1 Of 11
EX1 EXISTING CONDITIONS PLAN 2 OF 11
PLAT FINAL PLAT 3 OF 11
INDEX SITE PLAN: INDEX 4 OF 11
C1 COMMON ACCESS PLAN 5 OF 11
C2 POTENTIAL DESIGN: LOT 2 6 OF 11
C3 POTENTIAL DESIGN: LOT 3 7 OF 11
WD1 WASTEWATER DETAILS 8 OF 11
WD2 WASTEWATER DETAILS 9 OF 11
RG1 RAIN GARDEN DETAILS 10 OF 11
EC1 ENVIRONMENTAL CONTROL DETAILS 11 OF 11
SITE LOCATION
500'
TYP.
09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(NO CHANGES THIS DRAWING SHEET)
(IN FEET)
040'20'40'80'
REV #DATE ISSUED / REVISIONSGRID
2 EXISTING CONDITONS
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
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers , PLLC
Civil & Environmental Engineering
EXISTING CONDITIONS EX1
NASRANI SUBDIVISION
PAUL NASRANI
BAY ROAD
QUEENSBURY, NEW YORK
SEPTEMBER 2022 PRO #21-010 SHEET: 2 OF 11
BASESHEET: 22 x 34 11/10/22 11:15 AM
H. THOMAS JARRETT
P.E. # 57509
2022
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
SUB-SURFACE INVESTIGATION:
PERFORMED BY JARRETT ENGINEERS, PLLC. ON DECEMBER 14, 2021
TEST PIT # TP211214-01
0 - 4"BROWN LOAMY TOPSOIL
4 - 41"LIGHT BROWN VERY FINE TO FINE SAND WITH TRACE TO SOME SILT
41 - 61"LIGHT BROWN VERY FINE TO FINE SAND WITH TRACE TO SOME SILT
61"BOTTOM OF EXCAVATION (GROUNDWATER AT 61")
TEST PIT # TP211214-02
0 - 3"DARK BROWN FINE SAND
3 - 63" LIGHT BROWN VERY FINE TO FINE SAND
63 - 90" LIGHT GRAY VERY FINE SAND
90" BOTTOM OF EXCAVATION (NO BEDROCK OR MOTTLING)
PERCOLATION TEST # PT211214-01
TEST DEPTH: 20"
SOIL: BROWN VERY FINE TO FINE SAND WITH TRACE TO SOME SILT
STABILIZED PERCOLATION RATE OF 2 MINUTES 9 SECONDS
PERCOLATION TEST # PT211214-02
TEST DEPTH: 23"
SOIL: LIGHT BROWN VERY FINE TO FINE SAND
STABILIZED PERCOLATION RATE OF 1 MINUTES 24 SECONDS
TP # 211214-01PT # 211214-01
TP # 211214-02
PT # 211214-02
GENERAL NOTES:
G-1) SURVEY & MAP INFORMATION PROVIDED BY DARRAH LAND SURVEYING, PLLC.
"MAP OF A PROPOSED SUBDIVISION LANDS NOW OR FORMERLY OF OF PAUL N. NASRANI & ENVAR MIR".
MAP DATED 02/25/22.
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.
09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(NO CHANGES THIS DRAWING SHEET)
(IN FEET)
040'20'40'80'
REV #DATE ISSUED / REVISIONSGRID
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
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
FINAL PLAT PLAT
NASRANI SUBDIVISION
PAUL NASRANI
BAY ROAD
QUEENSBURY, NEW YORK
SEPTEMBER 2022 PRO #21-010 SHEET: 3 OF 11
BASESHEET: 22 x 34 11/10/22 11:15 AM
H. THOMAS JARRETT
P.E. # 57509
2022
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
3 FINAL PLAT
SCALE: SEE GRAPHIC SCALE
USACE WETLANDS, TYP.
(NOTE: NO NYSDEC
WETLANDS ON PROPERTY)
USACE WETLANDS, TYP.
(NOTE: NO NYSDEC
WETLANDS ON PROPERTY)
GENERAL NOTES:
G-1) SURVEY & MAP INFORMATION PROVIDED BY DARRAH LAND SURVEYING, PLLC.
"MAP OF A PROPOSED SUBDIVISION LANDS NOW OR FORMERLY OF OF PAUL N. NASRANI & ENVAR MIR".
MAP DATED 02/25/22.
G-2) WETLAND DELINEATION BY NORTH COUNTRY ECOLOGICAL SERVICES. WETLANDS HAVE BEEN
REVIEWED AND APPROVED BY USACE.
G-3) 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.
G-4) NO TREES SHALL BE CUT WITHIN 250' FROM BAY ROAD WITHOUT PERMISSION FROM PAUL NASRANI.
1
2.13 TOTAL ACRES
2.13 BUILDABLE ACRES
2
3
2.27 TOTAL ACRES
2.01 BUILDABLE ACRES
2.08 TOTAL ACRES
2.01 BUILDABLE ACRES
AREA VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY
VARIANCE:REQUIRED:PROPOSED
LOT 1:
PROPOSED
LOT 2:
PROPOSED
LOT 3:
1.SECTION (179-4-050) FRONTAGE ON PUBLIC OR PRIVATE STREETS
(VARIANCES FOR LESS THAN 100' LOT FRONTAGE, EACH FOR LOTS 2 AND 3)100'N/A 78'26'
2.SECTION (179-19-020) FRONTAGE ON PUBLIC OR PRIVATE STREETS 200'ϭϯϮΖц N/A N/A
3.SECTION (179-4-010) VARIANCE FOR ALLOWANCE OF FLAG LOTS NOT
ALLOWED N/A PROPOSED PROPOSED
09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
B
B
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(VARIANCES #2 & #3 ADDED TO THE VARIANCE TABLE)
(IN FEET)
040'20'40'80'
REV #DATE ISSUED / REVISIONSGRID
4 SITE PLAN: INDEX
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
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers , PLLC
Civil & Environmental Engineering
SITE PLAN: INDEX INDEX
NASRANI SUBDIVISION
PAUL NASRANI
BAY ROAD
QUEENSBURY, NEW YORK
SEPTEMBER 2022 PRO #21-010 SHEET: 4 OF 11
BASESHEET: 22 x 34 11/10/22 11:15 AM
H. THOMAS JARRETT
P.E. # 57509
2022
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(BAY ROAD1
2
3
PROPOSED LOT 3
2.27 TOTAL ACRES
2.01 BUILDABLE ACRES
PROPOSED LOT 2
2.08 TOTAL ACRES
2.01 BUILDABLE ACRES
PROPOSED LOT 1
2.13 TOTAL ACRES
2.13 BUILDABLE ACRES
SITE PLAN C1
COMMON ACCESS PLAN
SITE PLAN C2
POTENTIAL DESIGN: LOT 2
SITE PLAN C3
POTENTIAL DESIGN: LOT 3
DISTURBANCE LIMITS:
+/- 42,550 SQ. FT.
GENERAL NOTES:
G-1) SURVEY & MAP INFORMATION PROVIDED BY DARRAH LAND SURVEYING, PLLC.
"MAP OF A PROPOSED SUBDIVISION LANDS NOW OR FORMERLY OF OF PAUL N. NASRANI & ENVAR MIR".
MAP DATED 02/25/22.
G-2) WETLAND DELINEATION BY NORTH COUNTRY ECOLOGICAL SERVICES. WETLANDS HAVE BEEN
REVIEWED AND APPROVED BY USACE.
G-3) 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.
QUEENSBURY SITE AND ZONING REQUIREMENTS
LOT 1 LOT 2 LOT 3
REGULATION REQUIRED PROPOSED PROPOSED PROPOSED
MINIMUM LOT AREA (AC)2 AC 2.13 AC 2.01 AC 2.01 AC
MINIMUM LOT WIDTH (FT)100'198'273'215'
MINIMUM ROAD FRONTAGE (FT)100'132'78'26'
SETBACKS REQUIRED PROPOSED PROPOSED PROPOSED
FRONT (FT)30'38'415'551'
SIDE 1 (FT)25'27'64'52'
SIDE 2 (FT)25'35'66'150'
REAR (FT)30'256'112'46'
PERCENT PERMEABLE (%)50%цϵϯй цϵϮй цϵϭй
MAXIMUM BUILDING HEIGHT (FT)40'<40'<40'<40'
09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
B
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(UPDATED PERMEABILITY LOT #3)
(IN FEET)
020'10'20'40'
REV #DATE ISSUED / REVISIONS
5 COMMON ACCESS 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
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers , PLLC
Civil & Environmental Engineering
COMMON ACCESS PLAN C1
NASRANI SUBDIVISION
PAUL NASRANI
BAY ROAD
QUEENSBURY, NEW YORK
SEPTEMBER 2022 PRO #21-010 SHEET: 5 OF 11
BASESHEET: 22 x 34 11/10/22 11:15 AM
H. THOMAS JARRETT
P.E. # 57509
2022
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
EXISTING WATER MAIN
ALONG BAY ROAD
TEE WITH SHUT OFF VALVE.
TAP EXISTING WATER MAIN
IN ACCORDANCE WITH
QUEENSBURY WATER
DEPARTMENT STANDARDS
CORRDINATE BAY ROAD CROSSING
WITH THE WARREN COUNTY
DEPARTMENT OF PUBLIC WORKS
6" HDPE WATER MAIN MATERIALS AND INSTALLATION
SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER
DEPARTMENT, AWWA, AND NYSDOH STANDARDS.
(6" WATER MAIN AND HYDRANT SHALL BE OWNED BY
THE OWNER OF LOT 2, HOWEVER, MAINTENANCE AND
REPAIR / REPLACEMENT COSTS SHALL BE BORNE
EQUALLY BY THE OWNERS OF LOTS 2 AND 3.)
STORMWATER MANAGEMENT FOR COMMON DRIVEWAY:
RAIN GARDEN (SWALE) ALONG COMMON DRIVEWAY:
6' WIDE X 1' DEEP (MINIMUM)
4
RG1
12' WIDE COMMON DRIVEWAY AND STORMWATER
MANAGEMENT SYSTEM SERVING COMMON DRIVEWAY
TO BE OWNED JOINTLY BY THE OWNERS OF LOTS 2 AND
3, MAINTENANCE, REPAIR, AND REPLACEMENT SHALL BE
SHARED EQUALLY BY THE OWNERS OF LOTS 2 AND 3.
PROPOSED LOCATION
FOR FIRE HYDRANT
EXI
S
T
I
N
G
P
R
O
P
E
R
T
Y
L
I
N
E
PR
O
P
O
S
E
D
P
R
O
P
E
R
T
Y
L
I
N
E
2" (MIN.) HDPE WATER SERVICE LINES
TO EACH PROPERTY; INSTALLATION
SHALL BE IN ACCORDANCE WITH
QUEENSBURY WATER DEPARTMENT,
AWWA, AND NYSDOH STANDARDS
PROPOSED PROPERTY LINE12'EXISTING PROPERTY LINE11' WIDE PRIVATE DRIVEWAY AND
STORMWATER MANAGEMENT SYSTEM
SERVING DRIVEWAY TO BE OWNED AND
MAINTAINED SOLELY BY THE INDIVIDUAL
LOT OWNER. (TYP FOR LOTS 2 AND 3)
DRAWING NOTES:
POTENTIAL DEVELOPMENT:
1.) DEVELOPMENT DEPICTED ON THESE DRAWINGS IS INTENDED TO SHOW THAT THE LOTS ARE FEASIBLE
FOR RESIDENTIAL DEVELOPMENT WHICH IS IN CONFORMANCE WITH STANDARDS IN EFFECT AT THE TIME
OF SUBDIVISION. THE DEVELOPMENT SHOWN IS NOT INTENDED TO BE THE ONLY CONFIGURATION THAT
IS APPROPRIATE FOR THESE LOTS, AND ALTERNATIVES PROPOSED BY FUTURE OWNERS ARE SUBJECT TO
THE REQUIREMENTS SHOWN ON THESE PLANS.
2.) ALL DEVELOPMENT IN THIS SUBDIVISION SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THIS SET
OF DRAWINGS AND THE NYSDEC SWPPP.
STORMWATER CONSTRUCTION:
1.) UPON COMPLETION OF CONSTRUCTION ON STORMWATER DEVICES, PROVIDE SEDIMENTATION
PROTECTION DURING REMAINDER OF CONSTRUCTION BY MEANS OF ONE OF THE PRACTICES LISTED
UNDER 'SEDIMENT CONTROL BARRIER' ON 'ENVIRONMENTAL CONTROL DETAILS' DRAWING 'EC1'.
ADDITIONAL PROTECTION CAN BE AFFORDED BY APPLYING IMMEDIATE SITE VEGETATIVE STABILIZATION
AND/OR MULCHING.
11'
CONSTRUCTION ENTRANCE AT SITE OF
PROPOSED DRIVEWAY; CONVERT TO FINAL
SURFACE TREATMENT AT CLOSE OF PROJECT, OR
AFTER USE OF HEAVY EQUIPMENT HAS CEASED
1
EC1
BAY ROADGRID09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(NO CHANGES THIS DRAWING SHEET)
(IN FEET)
010'5'10'20'
REV #DATE ISSUED / REVISIONS
6 POTENTIAL DESIGN: LOT 2
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
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers , PLLC
Civil & Environmental Engineering
POTENTIAL DESIGN: LOT 2 C2
NASRANI SUBDIVISION
PAUL NASRANI
BAY ROAD
QUEENSBURY, NEW YORK
SEPTEMBER 2022 PRO #21-010 SHEET: 6 OF 11
BASESHEET: 22 x 34 11/10/22 11:15 AM
H. THOMAS JARRETT
P.E. # 57509
2022
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
DRAWING NOTES:
POTENTIAL DEVELOPMENT:
1.) DEVELOPMENT DEPICTED ON THESE DRAWINGS IS INTENDED TO SHOW THAT THE LOTS ARE FEASIBLE
FOR RESIDENTIAL DEVELOPMENT WHICH IS IN CONFORMANCE WITH STANDARDS IN EFFECT AT THE TIME
OF SUBDIVISION. THE DEVELOPMENT SHOWN IS NOT INTENDED TO BE THE ONLY CONFIGURATION THAT
IS APPROPRIATE FOR THESE LOTS, AND ALTERNATIVES PROPOSED BY FUTURE OWNERS ARE SUBJECT TO
THE REQUIREMENTS SHOWN ON THESE PLANS.
2.) ALL DEVELOPMENT IN THIS SUBDIVISION SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THIS SET
OF DRAWINGS.
STORMWATER CONSTRUCTION:
1.) UPON COMPLETION OF CONSTRUCTION ON STORMWATER DEVICES, PROVIDE SEDIMENTATION
PROTECTION DURING REMAINDER OF CONSTRUCTION BY MEANS OF ONE OF THE PRACTICES LISTED
UNDER 'SEDIMENT CONTROL BARRIER' ON 'ENVIRONMENTAL CONTROL DETAILS' DRAWING 'EC1'.
ADDITIONAL PROTECTION CAN BE AFFORDED BY APPLYING IMMEDIATE SITE VEGETATIVE STABILIZATION
AND/OR MULCHING.PROPOSED PROPERTY LINEPROPOSED PROPERTY LINE25' SIDE YARD
SETBACK
10'
WASTEWATER
SETBACK
STORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE
(TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF
RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA
; Wd,K&Z/E'Z EϲΗs Z' цͿ
2
RG1
STORMWATER MANAGEMENT FOR DRIVEWAY ON
LOT 2 : RAIN GARDEN (SWALE) ALONG DRIVEWAY:
6' WIDE X 1' DEEP (MINIMUM)
4
RG1
2" (MIN.) HDPE WATER SERVICE LINES
TO EACH PROPERTY; INSTALLATION
SHALL BE IN ACCORDANCE WITH
QUEENSBURY WATER DEPARTMENT,
AWWA, AND NYSDOH STANDARDS
25' SIDE YARD
SETBACK
PROPOSED 1,500 SQ. FT. RESIDENCE
AND 600 SQ. FT. GARAGE BY OTHERS
11' WIDE PRIVATE DRIVEWAY ACCESS
TO INDIVIDUAL RESIDENCES.
GRAVEL OR OTHER NON-PERMEABLE
DRIVING SURFACE: GRADE DRIVEWAY
TO DRAIN IN THE DIRECTION OF
SWALE AND RAIN GARDEN
20'
10'
100' WETLAND SETBACK LINE
FOR PROPOSED WASTEWATER
75' WETLAND SETBACK LINE
FOR PROPOSED BUILDING
2
RG1
PROPOSED LIMITS
OF TREE CLEARING
11'
ϰΗTWs'Zs/dz^K/>
LINE (2% SLOPE MIN.)
ϰΗTWs &&>h Ed
DISTRIBUTION LINE
(O.5% SLOPE MIN.) TYP.
SEPTIC TANK BY FORT MILLER
CO., OR APPROVED EQUAL
ϰΗTWs &&>h Ed>/E
(1% SLOPE MIN.)
DISTRIBUTION BOX BY
FORT MILLER CO., OR
APPROVED EQUAL 52' LATERAL LENGTHLESS END CAPSQUICK 4 'EQUALIZER 36'
INFILTRATION CHAMBERS
BY INFILTRATOR, OR
APPROVED EQUAL
3
WD2
1
WD1
2
WD1
ϰΗTWs Yh>/d/KEW/W/E'
WASTEWATER DESIGN INFORMATION:
-NEW YORK STATE DEPARTMENT OF HEALTH
-TOWN OF QUEENSBURY
POTABLE WATER SUPPLY:
NEW 6" HDPE WATER MAIN MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH
QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS.
NEW 2" (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN
ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS.
NO KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN 100' OF PROPOSED WASTEWATER
DISPOSAL SYSTEM.
DESIGN FLOW:
SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART
(INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED, NO KITCHEN GARBAGE
GRINDERS OR SPAS / HOT TUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM)
SEPTIC TANK:
SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART
SEPTIC TANK EFFLUENT FILTER:
PROVIDE (1) MODEL A1801-4X22, 'ZABEL' RESIDENTIAL FILTER
LEACHING SYSTEM (TRENCH SYSTEM):
SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART FOR TOTAL DAILY FLOW AND MINIMUM LENGTH
OF QUICK 4 'EQUALIZER 36' TRENCH REQUIRED.
EFFLUENT DISTRIBUTION:
GRAVITY DOSING / DISTRIBUTION FROM SEPTIC TANK
WASTEWATER SYSTEM SIZING
# BEDROOMS (GPD)LATERAL LENGTH (FT)BASAL AREA (SQ. FT.)SEPTIC TANK SIZE (GALS)
3 BEDROOM (330 GPD)104 1,650 1,000
4 BEDROOM (440 GPD)138 2,200 1,250
5 BEDROOM (550 GPD)172 2,750 1,500
NOTE: LATERAL LENGTHS BASED ON A 25% REDUCTION IN TOTAL LATERAL LENGTH IF LEACHING
CHAMBERS WITH A MINIMUM WIDTH OF 22" PROVIDED.
6'
OC
MIN.
STORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE
(TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF
RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA
; Wd,K&Z/E'Z EϲΗs Z' цͿGRID 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(NO CHANGES THIS DRAWING SHEET)
(IN FEET)
010'5'10'20'
REV #DATE ISSUED / REVISIONS
7 POTENTIAL DESIGN: LOT 3
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
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers , PLLC
Civil & Environmental Engineering
POTENTIAL DESIGN: LOT 3 C3
NASRANI SUBDIVISION
PAUL NASRANI
BAY ROAD
QUEENSBURY, NEW YORK
SEPTEMBER 2022 PRO #21-010 SHEET: 7 OF 11
BASESHEET: 22 x 34 11/10/22 11:15 AM
H. THOMAS JARRETT
P.E. # 57509
2022
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(PROPOSED PROPERTY LINEEXISTING PROPERTY LINE2
RG1
STORMWATER MANAGEMENT FOR
DRIVEWAY ON LOT 3: RAIN GARDEN
(SWALE) 6' WIDE X 1' DEEP (MINIMUM)
4
RG1
2" (MIN.) HDPE WATER SERVICE LINES
TO EACH PROPERTY; INSTALLATION
SHALL BE IN ACCORDANCE WITH
QUEENSBURY WATER DEPARTMENT,
AWWA, AND NYSDOH STANDARDS
PROPOSED 1,500 SQ. FT. RESIDENCE
AND 600 SQ. FT. GARAGE BY OTHERS
11' WIDE PRIVATE DRIVEWAY ACCESS
TO INDIVIDUAL RESIDENCES.
GRAVEL OR OTHER NON-PERMEABLE DRIVING
SURFACE: GRADE DRIVEWAY TO DRAIN IN THE
DIRECTION OF SWALE AND RAIN GARDEN
2
RG1
PROPOSED LIMITS
OF TREE CLEARING
11'
25' SIDE YARD
SETBACK
30' REAR YARD
SETBACK10'
100' WETLAND SETBACK LINE
FOR PROPOSED WASTEWATER
75' WETLAND SETBACK LINE
FOR PROPOSED BUILDING
ϰΗTWs'Zs/dz^K/>
LINE (2% SLOPE MIN.)
ϰΗTWs &&>h Ed/^dZ/hd/KE>/E
(O.5% SLOPE MIN.) TYP.
SEPTIC TANK BY FORT
MILLER CO., OR
APPROVED EQUAL ϰΗTWs &&>h Ed>/E
(1% SLOPE MIN.)
DISTRIBUTION BOX BY FORT MILLER CO.,
OR APPROVED EQUAL
QUICK 4 'EQUALIZER 36' INFILTRATION
CHAMBERS BY INFILTRATOR, OR
APPROVED EQUAL
3
WD2
1
WD1
2
WD1
ϰΗTWs Yh>/d/KEW/W/E'
52' LA
T
E
R
A
L
L
E
N
G
T
H
LESS
E
N
D
C
A
P
S
20'
WASTEWATER SYSTEM SIZING
# BEDROOMS (GPD)LATERAL LENGTH (FT)BASAL AREA (SQ. FT.)SEPTIC TANK SIZE (GALS)
3 BEDROOM (330 GPD)104 1,650 1,000
4 BEDROOM (440 GPD)138 2,200 1,250
5 BEDROOM (550 GPD)172 2,750 1,500
NOTE: LATERAL LENGTHS BASED ON A 25% REDUCTION IN TOTAL LATERAL LENGTH IF LEACHING
CHAMBERS WITH A MINIMUM WIDTH OF 22" PROVIDED.
6' OC
MIN.GRIDSTORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE
(TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF
RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA
; Wd,K&Z/E'Z EϲΗs Z' цͿ
STORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE
(TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF
RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA
; Wd,K&Z/E'Z EϲΗs Z' цͿ
DRAWING NOTES:
POTENTIAL DEVELOPMENT:
1.) DEVELOPMENT DEPICTED ON THESE DRAWINGS IS INTENDED TO SHOW THAT THE LOTS ARE FEASIBLE
FOR RESIDENTIAL DEVELOPMENT WHICH IS IN CONFORMANCE WITH STANDARDS IN EFFECT AT THE TIME
OF SUBDIVISION. THE DEVELOPMENT SHOWN IS NOT INTENDED TO BE THE ONLY CONFIGURATION THAT
IS APPROPRIATE FOR THESE LOTS, AND ALTERNATIVES PROPOSED BY FUTURE OWNERS ARE SUBJECT TO
THE REQUIREMENTS SHOWN ON THESE PLANS.
2.) ALL DEVELOPMENT IN THIS SUBDIVISION SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THIS SET
OF DRAWINGS.
STORMWATER CONSTRUCTION:
1.) UPON COMPLETION OF CONSTRUCTION ON STORMWATER DEVICES, PROVIDE SEDIMENTATION
PROTECTION DURING REMAINDER OF CONSTRUCTION BY MEANS OF ONE OF THE PRACTICES LISTED
UNDER 'SEDIMENT CONTROL BARRIER' ON 'ENVIRONMENTAL CONTROL DETAILS' DRAWING 'EC1'.
ADDITIONAL PROTECTION CAN BE AFFORDED BY APPLYING IMMEDIATE SITE VEGETATIVE STABILIZATION
AND/OR MULCHING.
WASTEWATER DESIGN INFORMATION:
-NEW YORK STATE DEPARTMENT OF HEALTH
-TOWN OF QUEENSBURY
POTABLE WATER SUPPLY:
NEW 6" HDPE WATER MAIN MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH
QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS.
NEW 2" (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN
ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS.
NO KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN 100' OF PROPOSED WASTEWATER
DISPOSAL SYSTEM.
DESIGN FLOW:
SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART
(INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED, NO KITCHEN GARBAGE
GRINDERS OR SPAS / HOT TUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM)
SEPTIC TANK:
SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART
SEPTIC TANK EFFLUENT FILTER:
PROVIDE (1) MODEL A1801-4X22, 'ZABEL' RESIDENTIAL FILTER
LEACHING SYSTEM (TRENCH SYSTEM):
SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART FOR TOTAL DAILY FLOW AND MINIMUM LENGTH
OF QUICK 4 'EQUALIZER 36' TRENCH REQUIRED.
EFFLUENT DISTRIBUTION:
GRAVITY DOSING / DISTRIBUTION FROM SEPTIC TANK
09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(NO CHANGES THIS DRAWING SHEET)
2'-0"
PERMANENT MARKER
OVER COVER
12" (MIN.)
WATERTIGHT JOINTS (TYP.)
FINISHED GRADE
PRECAST CONCRETE
RISER AS REQ'D
EFFLUENT PIPE; INSTALL
AS SHOWN ON PLAN
UNDISTURBED NATIVE SOIL
FORT MILLER PRECAST
SEPTIC TANK OR EQUIVALENT
NATIVE BACKFILL
THOROUGHLY COMPACTED
CRUSHED STONE FOUNDATION
SOIL PIPE; INSTALL
AS SHOWN ON 'SYSTEM PLAN'
INLET
12" (MIN.)
OUTLET
15"
PROVIDE EXTENDED BASE FOR
ANTI-FLOTATION PURPOSES
OR EQUIVALENT
6" (MIN.)
3"
1
WD1
SEPTIC TANK DETAIL
NON-SHRINK GROUT
NSF APPROVED EFFLUENT FILTER
("POLYLOK PL-122", OR
EQUIVALENT)
18"
MIN.4" SANITARY TEE
WATERTIGHT MANHOLE FRAME & COVER;
SYRACUSE CASTINGS #1502 OR EQUIVALENT;
GRADE TO DRAIN AWAY FROM COVER
22"
12"
OUTLET
END END
INLET
48" EFFECTIVE
53" ACTUAL
2
WD1
"QUICK 4 EQUALIZER 36" DETAIL
SCALE: N.T.S.
4" PVC EQUALIZATION PIPE
END PLATE WITH
STANDARD END
"QUICK 4 EQUALIZER 36"
INFILTRATION CHAMBERS
4" PVC DISTRIBUTOR
FROM DISTRIBUTION BOX
END PLATE WITH
STANDARD INVERT
A
WD1
TYPICAL SECTION THROUGH WASTEWATER LEACHING SYSTEM
SCALE: N.T.S.
LEACHING LATERAL:
'QUICK 4 EQUALIZER 36'
CHAMBER UNIT BY
'INFILTRATOR SYSTEMS, INC.'
2
WD1
GRADE TO DRAIN
FINISHED
GRADE
SEED TO GROWTH
& MULCH ALL FILLED
& DISTURBED AREAS
BACK FILL WITH NATIVE SOIL MINUS
K> ^EZK<^/E y ^^K&ϮΗT
EXISTING GRADE
4" MIN. TOPSOIL
ϮΖц
6' O.C.
(TYP.)
NATIVE SOIL
12" MAX.
SURFACE PREPARATION
L1-L10
WD1
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
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers , PLLC
Civil & Environmental Engineering
WASTEWATER DETAILS WD1
NASRANI SUBDIVISION
PAUL NASRANI
BAY ROAD
QUEENSBURY, NEW YORK
SEPTEMBER 2022 PRO #21-010 SHEET: 8 OF 11
BASESHEET: 22 x 34 11/10/22 11:15 AM
H. THOMAS JARRETT
P.E. # 57509
2022
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
LEACHING SYSTEM INSTALLATION:
L1.LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481, NYSDOH, NYSDEC, AND OTHER APPLICABLE
STANDARDS UNLESS OTHERWISE DIRECTED HEREON.
L2.REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL FOR RE-USE.
CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER.
L3.LEACHING SYSTEM(S) SHALL BE INSTALLED TO (RELATIVE) ELEVATIONS SHOWN, AND ELEVATIONS OF EXISTING GRADE
AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION.
L4.FILL MATERIAL, IF REQUIRED FOR LEACHING SYSTEM(S), SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND)
DEVOID OF LARGE STONES, CLAY, ORGANIC DUFF, & NON-SOIL COMPONENTS (DEBRIS, ETC.). PERCOLATION RATE(S) OF
FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. PERCOLATION RATE(S) TO BE VERIFIED BY A QUALIFIED
INDEPENDENT PARTY (I.E. SOIL SCIENTIST OR PROFESSIONAL SOILS ENGINEER) IN BORROW PIT PRIOR TO EXCAVATION;
SUBMIT WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING.
L5. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS. THE FILL SHALL BE GRADED TO THE LIMITS
AND DEPTHS DEPICTED ON THE PLANS AND DETAILS.
L6.PERCOLATION TESTS SHALL ALSO BE PERFORMED (IN ACCORDANCE WITH NYSDOH STANDARDS) IN PLACE IN LEACHING
SYSTEM FOLLOWING COMPACTION. PERCOLATION TEST(S) TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE
FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE ADDITIONAL TESTS EVERY 1000
SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED
AND REPLACED WITH COMPLIANT SOIL.
L7.IN NO CASE SHALL WHEELED EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE ALLOWED DIRECTLY ON THE SOIL
WITHIN THE LEACHING AREA FOOTPRINT. (NO RUBBER TIRED EQUIPMENT SHOULD EVER BE ALLOWED WITHIN THE
WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR INSTALLATION, AND WHERE FILL
MATERIAL IS REQUIRED, IT SHALL BE DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF
THE EQUIPMENT; TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON ϭϮ͟ MINIMUM OF FILL MATERIAL AND NOT ON
NATIVE SOIL.
L8.INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER MANUFACTURERS
RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. VERIFY THAT SYSTEM IS AT CORRECT ELEVATION(S)
USING A LEVEL, TRANSIT, OR LASER.
L9.SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS:
x FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE.
x ALL TREES SHALL BE CUT AT GRADE; STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE REMOVED IF
REQUIRED FOR SITE PREPARATION.
x REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM.
x EXCAVATE TO DESIGNED SUBGRADE (IF NECESSARY); EXAMINE SUBGRADE FOR POOR (SLOWLY PERMEABLE) SOILS,
BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC. REMOVE DELETERIOUS MATERIAL, INCLUDING SLOWLY
PERMEABLE SOILS, WITHIN SYSTEM FOOTPRINT, AS DIRECTED BY ENGINEER.
x SCARIFY SUBGRADE; CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF SPECIFIED
GRANULAR FILL. ALSO, RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE,
INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOT TRAFFIC.
x PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND APPROVED, TO
REQUIRED ELEVATION.
x PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE.
x INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS / SECTIONS.
x BACKFILL AROUND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS; CARE SHALL BE TAKEN TO
COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO THAT THERE WILL BE NO
DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE SOILS.
x CROWN THE FILL TO DRAIN, AND INSTALL THE RESERVED NATIVE TOPSOIL, AND/OR A CLAYEY LOAM OR SILTY
LOAM TOPSOIL, CAP AS DEPICTED ON THE PLANS (TO ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF
PRECIPITATION).
x SEED/PLANT, AND THEN MULCH, ENTIRE SYSTEM; MAINTAIN UNTIL GROWTH IS ESTABLISHED.
09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(NO CHANGES THIS DRAWING SHEET)
1
WD2
PIPE TRENCH: WATER & SEWER LINES
SCALE: N.T.S.
ϭϴΗц
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
WD2
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
ϭϬΗц
TREATED LUMBER MARKER
ABOVE ALL BURIED COVERS;
SET LEVEL W/ GRADE
PROVIDE ADJUSTABLE LEVELING
DEVICE ON EACH OUTLET
4" PVC GRAVITY SEWER
@ 0.5% MIN. SLOPE
12" MIN. OF CLEAN SAND
OR PEA GRAVEL FOUNDATION
3
WD2
DISTRIBUTION BOX
SCALE: N.T.S.
INLET OUTLET
FORT MILLER BOX
OR EQUIVALENT
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
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers , PLLC
Civil & Environmental Engineering
WASTEWATER DETAILS WD2
NASRANI SUBDIVISION
PAUL NASRANI
BAY ROAD
QUEENSBURY, NEW YORK
SEPTEMBER 2022 PRO #21-010 SHEET: 9 OF 11
BASESHEET: 22 x 34 11/10/22 11:15 AM
H. THOMAS JARRETT
P.E. # 57509
2022
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
GENERAL WASTEWATER NOTES
G-1 CONSTRUCTION OF NEW PIPING, TANKS, AND LEACHING SYSTEM(S), ETC. SHALL BE IN CONFORMANCE WITH
APPLICABLE NYSDEC, NYS DEPT. OF HEALTH, AND LOCAL COUNTY/TOWN STANDARDS, AS WELL AS DETAILS / SPECS ON
THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION.
G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED (POST 1994). NO KITCHEN GARBAGE
GRINDERS, OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM.
PIPING
P-1)ALL GRAVITY SEWER PIPE & FITTINGS SHALL BE PVC SDR 26 OR 35 (SEE PLANS), ASTM D3034; OR HPDE SDR 17, ASTM
ϯϯϱϬ͖/E^d>>d/KE^,>> /EKZE t/d,^dDϮϯϮϭ͕hE/Ͳ >>͞,EKK<K&WsW/W ͕ ^/'E͕E
/E^d>>d/KE͕͟EDEh&dhZ ZΖ^Z KDD Ed/KE^͘
P-2)GRAVITY SEWER PIPE JOINTS TO BE BELL & SPIGOT PUSH ON TYPE, ASTM D1312, DESIGNED FOR USE WITH PROJECT
PIPING
P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT & CONTINUOUS GRADE BETWEEN STRUCTURES (I.E. NO LOW OR
HIGH POINTS), UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER. GRAVITY SEWER SHALL BE LAID AT THE
&K>>Kt/E'D/E/DhD'Z ^hE> ^^Kd, Zt/^ /Z d KEW>E^͗Zt^ t' ͗ϰ͟ΛϮй͕ϲ͟Λϭй͖^ dd>
^ t' ; &&>h EdͿ͗ϰ͟Eϲ͟ΛϬ͘ϱйц͘>>^ t Z^,>> > <' d ^d zEz^ WWZKs D d,K͘
P-4)FORCE MAIN SHALL BE HDPE, ASTM D2239 OR F714, 100 PSI MIN PRESSURE RATING; OR, PVC, ASTM D2241, 100 PSI
MIN PRESSURE RATING; FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'S
RECOMMENDATIONS. FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT.
FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD.
P-5)HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT (HEAT) FUSION PROCESS, AND JOINING EQUIPMENT SHOULD
BE AS APPROVED BY THE MANUFACTURER. PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAY BE USED.
EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR
OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS,
TRANSITIONS FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE.
REFER TO MANUFACTURES RECOMMENDATIONS.
P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS, OR OTHER APPROVED METHOD, IN
ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS,
GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY
CONNECT SCH 40 PVC PIPE, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
P-7)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE, AS
RECOMMENDED BY THE MANUFACTURER.
TANKS/STRUCTURES
T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC. OR EQUIVALENT. REFERENCES TO HEAVY DUTY
REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. HDPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR
WATER TECHNOLOGY, LLC., OR OTHER APPROVED EQUIVALENT.
T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION (DESIGNED FOR (H-20)
WHEEL LOADING).
T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S)
Ks ZhZ/ Ks Z;^Ϳ͕ED ^hZ D Ed͞d/ ^͟dKW ZDE Ed& dhZ ^͕E^,KtEKE;Z KZͿ
DRAWINGS (SEE GENERAL NOTES).
T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE
&>Kd/KEh^/E', szhdzdE<^t/d,ϲ͟ yd E /Ed Z'>^ ^͕KZzE>d ZEd/s D d,K
APPROVED BY ENGINEER.
T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL
PENETRATIONS SHALL BE KOR-N-SEAL, OR OTHERWISE WATER TIGHT AS APPROVED BY ENGINEER. TANKS TO BE
TESTED WATER TIGHT BY METHOD APPROVED BY ENGINEER (ENGINEER TO WITNESS).
T-6)CONTRACTOR TO INSTALL TANKS / STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
T-7)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE
SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE
DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS, AND
PERMANENT MARKERS SHALL BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY
OWNER.
09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(NO CHANGES THIS DRAWING SHEET)
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
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers , PLLC
Civil & Environmental Engineering
RAIN GARDEN DETAILS RG1
NASRANI SUBDIVISION
PAUL NASRANI
BAY ROAD
QUEENSBURY, NEW YORK
SEPTEMBER 2022 PRO #21-010 SHEET: 10 OF 11
BASESHEET: 22 x 34 11/10/22 11:15 AM
H. THOMAS JARRETT
P.E. # 57509
2022
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
ϰΗц;^Z Yh/Z Ϳ
RE-VEGETATE DISTURBED AREA
WITH LOW MAINTENANCE
NATIVE GROUND COVER;
MULCH AS REQUIRED
4
RG1
VEGETATED DIVERSION SWALE
SCALE: N.T.S.
1
RG1
RAIN GARDEN ON A SLOPE
SCALE: N.T.S.
6"-18"
MAX. 1' H
MAX. 2'H
(24" MIN)
STABILIZE SLOPES WITH
DEEP ROOTED NATIVE
GROUND COVERS
AND/OR ROCK
KEY BERM INTO EXISTING SOIL
(8" TYP)
(24" MIN)
SEASONAL HIGH
GROUNDWATER
OR BEDROCK
REFER TO 'RAIN GARDEN
PLANTING SPECIFICATIONS'
(RG-1) FOR PLANT
SPECIES SELECTION
NATIVE FILL OR
EQUIVALENT
REFER TO 'RAIN GARDEN PLANTING
SPECIFICATIONS' (RG-1) FOR PLANT
SPECIES SELECTION
'ADS' 'ADVANEDGE' EDGE DRAIN
AS CALLED FOR ON DESIGN PLANS
MOUND OVER END OF EDGE
DRAIN WITH RIVER ROCK
;ϮΗTdKϲΗTͿdKE,KZ/E
PLACE AND TO CONCEAL FROM
VISIBILITY AND PREVENT
INTRUSION OF RODENTS &
SMALL ANIMALS
MIN. 6"
MOUND OVER EDGE DRAIN
WITH MIN. 2"-3" SHREDDED
HARDWOOD MULCH
EDGE DRAIN TO EXTEND TO
OPPOSITE WALL OF
RAIN GARDEN
'ADS' 'ADVANEDGE' EDGE DRAIN
AS CALLED FOR ON DESIGN PLANS
EDGE DRAIN TO EXTEND TO
OPPOSITE WALL OF
RAIN GARDEN
6"-18" SOIL MEDIA:
ϵϱйц&/E dKD /hD^E
;> ^^d,Eϱйц>zKEd EdͿ
ϱйц^EzdKW^K/>t/d,E
s Z' K&ϱйцKZ'E/
(FREE OF STONES, ROOTS,
WOODY DEBRIS AND
ANIMAL WASTE)
WEIR AS DIRECTED ON PLANS
2 MIN.
1
DEEP ROOTED SHRUBS
TO PROVIDE ADDED
SLOPE STABILITY
SEE STORMWATER
DEVICE DETAILS FOR
CONSTRUCTION DETAILS
PROPOSED GRADE
5' MIN. STABILIZED
OVER FLOW SWALE
ϮΖцt /Z/E> d
STABILIZATION
GEOTEXTILE/GEOGRID
AS REQUIRED
KEY EROSION
GEOTEXTILE INTO SLOPE
KEY EROSION
GEOTEXTILE INTO SLOPE
STABILIZE SLOPES & WEIR OUTLET
PER METHOD OF STABILIZATION
NOTED IN TABLE BELOW
NOTE:
1. UNLESS OTHERWISE SPECIFIED, ALL WEIR OUTLET OVERFLOWS TO BE SHALLOW AND
BROAD CRESTED. WEIR OUTLET STABILIZATION TO BE AS FOLLOWS:
3
RG1
STABILIZED OVERFLOW WEIR
SCALE: N.T.S.
WEIR OUTLET STABILIZATION
BASIN VOLUME (CF)METHOD OF STABILIZATION
0-2500 VEGETATED (SEE NOTE 2)
2500-5000
AMERICAN GREEN 'VMAX P550'
PERMANENT EROSION CONTROL MATTING,
OR APPROVED EQUIVALENT
>5000 ROCK LINED
2. PROVIDE TEMPORARY EROSION CONTROL MATTING AS REQUIRED.
2
RG1
RAIN GARDEN ON A FLAT SITE
SCALE: N.T.S.
BROAD CRESTED WEIR OR
18" WIDE 'ADS' 'ADVANEDGE'
EDGE DRAIN OUTLET, AS
CALLED FOR ON PLANS;
ELEVATION AS SPECIFIED
ON PLANS
PERFORATED PIPE
CLEAN, WASHED, UNIFORM
CRUSHED STONE OR GRAVEL
(SEE HOUSE FOUNDATION DESIGN)
FONDATION BACKFILL
IMPERMEABLE LINER/MEMBRANE
(POLY OR PVC) FOR SEPARATION
OF STORMWATER FROM FOUNDATION
DRAIN SYSTEM
NOTE: MEMBRANE TO BE PROVIDED
IN RAIN GARDEN(S) ADJACENT TO
THE HOUSE (NOT REQUIRED ADJACENT
TO THE GARAGE). THIS DETAIL APPLICABLE
IF FOUNDATION DRAIN IS WITHIN 10'
OF RAIN GARDEN
PROPOSED
RESIDENCE
6"-18" SOIL MEDIA:
95% FINE TO COARSE SAND
(LESS THAN 5% CLAY CONTENT)
5% SANDY TOPSOIL WITH AN
AVERAGE OF 5% ORGANIC
(FREE OF STONES, ROOTS, WOODY
DEBRIS AND ANIMAL WASTE)
SEASONAL HIGH
GROUNDWATER
ϰϴΗц;^Z Yh/Z Ϳ
ROUTE TO SPILLWAY
RG-1) RAIN GARDEN PLANTING SPECIFICATIONS :
1.ALL PLANTS SHALL BE NATIVE OR NATURALIZED TO UPSTATE NEW YORK, AND SHALL CONFORM TO ³AMERICAN
STANDARD NURSERY STOCK ´ STANDARDS AND SHALL BE FROM CERTIFIED LOCAL NURSERIES.
2.RAIN GARDEN 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.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.
4.ALL PLANTS SHALL BE PLANTED AND MAINTAINED PER NURSERY SUPPLIER'S RECOMMENDATIONS.
5.PLANTS SHALL BE SPACED RANDOMLY BUT SHALL AVERAGE 30 ´ O.C. SPACING (MAX).
6.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.
7.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.
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).
INFILTRATION BASIN (RAIN GARDEN) MAINTENANCE NOTES:
SEDIMENT:
SEDIMENT ACCUMULATIONS OR HEAVY ORGANIC MATTER TO BE REMOVED AS NECESSARY (MAX. 50% BY VOLUME).
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:
PLANTINGS TO BE PERMANENTLY MAINTAINED IN HEALTHY CONDITION. 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 PERMITTING
AUTHORITY.
09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(NO CHANGES THIS DRAWING SHEET)
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
WIDTH: 12'-24'
(SEE NOTE)
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
GEOTEXTILE:
PLACED OVER ENTIRE AREA
TO BE COVERED WITH AGGREGATE
(SEE NOTES)
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 RAIN
AGGREGATE:
6" THICK
(SEE NOTE)
10' MIN.
RADIUS
(TYP.)
LENGTH:
30'-50'
(SEE NOTES)PUBLIC 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
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers , PLLC
Civil & Environmental Engineering
ENVIRONMENTAL CONTROLS EC1
NASRANI SUBDIVISION
PAUL NASRANI
BAY ROAD
QUEENSBURY, NEW YORK
SEPTEMBER 2022 PRO #21-010 SHEET: 11 OF 11
BASESHEET: 22 x 34 11/10/22 11:15 AM
H. THOMAS JARRETT
P.E. # 57509
2022
"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
385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25
&216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(
09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING
(NO CHANGES THIS DRAWING SHEET)
Wood
Framed
House
Adjoiners
House Mete
l
Fence
L
ine
Chain Lin
k
F
e
n
c
e Wir
e
F
en
c
e
R
em
a
in
s
Wire F
e
n
c
e
R
e
m
ai
n
s
36" Tree
with Wire
Wooden
Fence
Post with
Wire
12" Tree
with Wire
12" Cherry
Tree
with Wire
18" Tree
with Wire
12" Tree
with Wire
St
o
n
e
W
a
l
l
Stump
with Wire
18" Oak
with Wire
18" Tree
with Wire
Stump
with Wire
Wooden
Fence Post
with Wire
Iron Pipe
Found 1/2"
4' Tall
1" IPF
1ft Tall
Metel Fe
nce
Li
ne
Pool
Area
18" CMP
End Section
ShedConcrete
ShedCatch
Basin
Perk
Test
Sewer
Manhole
Clean
Outs
Utility
Pole
PorchP
o
r
c
h
Asphalt
Drive
Edge of
Woods
Edge of
Woods
Edge of
Woods
IPF 1/2"
DEED REFERENCE:
1.Conveyance to Paul N. Nasrani & Envar Mir by deed dated July 29, 2005, filed in the Warren County Clerks Office
on August 4, 2005 in Book 1460 of Deeds at page 43.
MAP REFERENCES:
1.Map entitled "Property Acquisition Map", prepared by Rist-Frost Associates, dated October 2, 1974, provided by
Warren County Department of Public Works.
MAP NOTES
1.Boundary information shown hereon was compiled from an actual field survey conducted on February 16, 2022.
2.North orientation and bearing base per Magnetic 2022.
3.Warren County tax parcel 289.15-1-47.
4.The location of underground improvements or encroachments, if any exist, or as shown hereon, are not certified. There
may be other underground utilities, the existence of which are unknown. Size and location of all underground utilities
must be verified by the appropriate authorities. The Underground Facilities Protective Organization must be notified
prior to conducting test borings, excavation and construction.
5.This survey was prepared without the benefit of an up to date abstract of title.
6.Field data capture took place with an accumulated snow cover of 3" to 6". Every effort has been made to prepare a
complete plotting of the conditions.
7.Reproduction or copying of this document may be a violation of copyright law unless permission of the author and /
or copyright holder is obtained.
8.A copy of this document without a proper application of the surveyor's embossed seal should be assumed to be an
unauthorized copy.
ZONING REQUIREMENTS:
Zoned...................................MDR
Lot Size................................1 or 2 acre
Minimum Lot Width.........100'
Minimum Setbacks
Front..............................30'
Side................................25'
Rear................................30'
PROPERTY LINE
ADJOINERS PROPERTY LINE
OVERHEAD WIRE
UTILITY POLE
IRON PIPE FOUND (
IPF )IRON ROD FOUND ( IRF
)CAPPED IRON ROD FOUND ( CIRF )
LEGEND
CONIFEROUS TREE
DECIDUOUS TREE
PERC TEST
NON MONUMENTED CORNER
N
MAGNETIC 2022SITE MAP LOCATION
Not to Scale
SITE
WETLAND BOUNDARY FLAG
Wooded
BAY
R
O
A
D
Lamp
Post
Utility
Pole
Fire
Hydrant
Water
Valve
Light
Pole
Water
Valve
414.07' to an Iron
P
i
p
e
F
o
u
n
d
N 45°49'23
"
E162.00'
N
6
6
°
4
1
'
4
3
"
W
28
1
.
2
9
'N 50
°40
'40
"
W
220
.00
'N 25°43'35" E63.69'N 84°51'53" W
313.06'
18" Tree
with Wire S 19°16'18" W300.70'S 17°39'28" W320.74'Wooden
Fence
S
6
1
°
0
0
'
3
1
"
E
6
0
.
0
3
'
Iron Pipe Found
( disturbed )
12" Culvert
4" Culvert
Wetland Flag
Boundary
Wetland Flag
Boundary
27'±
Wooden
Fence
Post
Area
5.7'±Gravel DriveBuilding
18"
Deciduous
Tree
( deed ) 553'
( deed ) 510'
( deed ) 710.1' alo
n
g
a
w
i
r
e
f
e
n
c
e
( d
e
ed
)
4
5
5
'
f
rom
IP
F
N 41°
3
8'
4
2"
E
285.
0
0'
S
6
0
°
5
5
'
5
2
"
E
4
4
9
.
5
4
'
IPF
N 42°10'32" E
69.03'
N 42°13'04" E
60.09'
N 41°56'36" E
60.20'
N 42°07'02" E
46.62'
6.48 Acres ±
38'±
Perk
Test
Wetland Flag
Boundary
Trail
"ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED
SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S
ORIGINAL WORK AND OPINION."
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209
SUBDIVISION 2 OF THE NEW YORK
STATE EDUCATION LAW.
SCALE :
PROJ. NO:
CHECKED:
DRAFTED:
DATE :
APPROVED:
Darrah Land Surveying, PLLC
59 Lake Avenue, Lake Luzerne, New York 12846
Voice: (518) 798-4692
or (518) 654-9416
SHEET:
PROJ NO:
Map of a Proposed Subdivision
Lands Now or Formerly of
Paul N. Nasrani & Envar Mir
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
22020-1
1 OF 1
22020
KMD
RJT
KMD
22020
1"=40'
02/25/22