Site Plans(IN FEET)
0200'100'200'400'
NOTE #
SEE DRAWING
# FOR NOTE
DETAIL #
SEE DRAWING # FOR DETAIL
DETAIL REFERENCE TAG:
NOTE REFERENCE TAG:
SECTION CUT DIRECTION
SECTION LETTER
SEE DRAWING #
FOR SECTION
SECTION REFERENCE TAG:
POND INDICATOR:
SUB-CATCHMENT
INDICATOR:
REACH INDICATOR:
LEGEND:
REVISION INDICATOR:
1
D1
A
D1
NOTE: G-1
C1
X 1S
1P
1R
TP #
PT # PERCOLATION TEST:
TEST HOLE:
EXISTING STRUCTURES/OBJECTS/UTILITIES
SURVEYED AND OR FIELD VERIFIED:
EXISTING STRUCTURES/OBJECTS/UTILITIES
NOT VERIFIED BY SURVEY OR
FIELD DOCUMENTATION:
PROPOSED STRUCTURES/OBJECTS/
UTILITIES:
LINE TYPE:
SYMBOLS/ABBREVIATIONS:
POTABLE WATER
GRAVITY SANITARY SEWER
PRESSURE SANITARY SEWER
PROPERTY LINE:
EXISTING MAJOR CONTOUR LINES:
EXISTING MINOR CONTOUR LINES:
TREE LINE:
SHORELINE/STREAM:
PROPOSED MINOR CONTOUR LINES:
PROPOSED MAJOR CONTOUR LINES:100
100
99
99
SWALE:
REV #DATE ISSUED / REVISIONS
SITE LOCATION RIDGE ROADGRID1 SITE SETTING
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
21-008
"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(
JAMES BROWN
RESIDENTIAL SITE DEVELOPMENT
1918 RIDGE ROAD
TOWN OF QUEENSBURY, NEW YORK
SITE LOCATION
GRID-LOCATION PLAN
SCALE: N.T.S.
STATE RTE. 9L
(RIDGE ROAD)
TO QUEENSBURY/
GLENS FALLS
TO QUEENSBURY/
GLENS FALLS
TO DUNHAM'S BAY/
KATTSKILL BAY/
PILOT KNOB
LAKE GEORGE
TRIBUTARY
RIDGE KNOLLS
SUBDIVISION
SHOP ROADTAX #: 253.-1-23
BROWN, JAMES
TAX #: 253.-1-24
BROWN, JAMES
COUNTY
BOUNDARY
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
TAX #: 253.-1-22
STARK FAMILY TRUST
TAX #: 253.-1-4
STUMVOLL, SEAN R
AREA VARIANCE REQUESTED FROM THE TOWN OF
QUEENSBURY
1) ACCESS NOT PROVIDED THROUGH LOT FRONTAGE ON PUBLIC OR PRIVATE STREETS (SITE SECTION
179-4-050).
EXISTING LOGGING
TRAIL/ ROAD
TP # 210624-07
TP # 210624-01
TP # 210624-03TP # 210624-04
REV #DATE ISSUED / REVISIONSGRID
2 EXISTING PLAN
SCALE: SEE GRAPHIC SCALE
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 2 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
( IN FEET )
GRAPHIC SCALE
GENERAL NOTES:
G-1) SURVEY PROVIDED BY CORNER POST LAND SURVEYING, PLLC,TITLED "TOPOGRAPHY SURVEY FOR JAMES BROWN"
DATED; NOV. 22, 2021. AERIAL IMAGERY TAKEN FROM GOOGLE EARTH. IMAGERY DATED: 5/12/2018.
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
TAX#: 253.-1-22
STARK FAMILY TRUST
TAX#: 253.-1-23
BROWN, JAMES
TAX#: 253.-1-24
BROWN, JAMES
SHARED ACCESS FROM RT. 9L ALONG
"SHOP ROAD" BY EASEMENT
FROM STARK TO BROWN
PULL OFF
(TYP. 3 LOCATIONS)
EMERGENCY VEHICLE
TURN AROUND
FIRE ACCESS/SET-UP AREA
PROPOSED DRIVEWAY TO FOLLOW OLD
LOGGING TRAIL/ ROAD WHERE PRACTICAL
(BY EASEMENT FROM STARK TO BROWN)
REV #DATE ISSUED / REVISIONSGRID
3 ACCESS PLAN (EASEMENT)
SCALE: SEE GRAPHIC SCALE
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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 En gineering
ACCESS PLAN A1
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 3 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
( IN FEET )
GRAPHIC SCALE
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
4
C2
5
C3
7
C4
DRIVEWAY
(NORTH SECTION)
DRIVEWAY
(SOUTH SECTION)
DRIVEWAY
(MIDDLE SECTION)
POSSIBLE (FUTURE)
HOUSE SITE
DISTURBANCE LIMITS:
ϱϬ͕Ϭϭϱ^&ц;ϭ͘ϭϱцͿ
HOUSE SITE
8
C5A PLAN: HOUSE SITE
PLAN: HOUSE SITE9
C5B
REV #DATE ISSUED / REVISIONSGRID
4 INDEX PLAN
SCALE: SEE GRAPHIC SCALE
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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 En gineering
INDEX PLAN C1
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 4 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
( IN FEET )
GRAPHIC SCALE
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
RG1
D2
1
RG1
3
D1
506 50850650450250049849649411' WIDE,
(TYP.)509508505.6
505.6
505.5
504506.6502500504
RAIN GARDEN A:
TOTAL BASIN VOLUME: MIN.: 95 CF
(TO WEIR OUTLET/SPILLWAY)
PROPOSED SEDIMENT
CONTROL BARRIER, TYP.
1
EC1
1
RG1
(IN FEET)
020'10'20'40'
REV #DATE ISSUED / REVISIONSGRID
5 PLAN: DRIVEWAY (NORTH SECTION)
SCALE: SEE GRAPHIC SCALE
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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 En gineering
PLAN: DRIVEWAY (NORTH SECTION)C2
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 5 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
(IN FEET)
020'10'20'40'
541.4
1
RG1
ROAD DITCH
RAIN GARDEN B:
TOTAL BASIN VOLUME: MIN.: 400 CF
(TO WEIR OUTLET/SPILLWAY)AD1CULVERT:
ϭϮΗT^EͲϭϮ͘W͘W͘
(11.0% SLOPE)
CULVERT:
ϭϮΗT^EͲϭϮ͘W͘W͘
CULVERT INVERTS
(TO MATCH DITCH LINE)
PULL OFF AREA
(IN OLD LOG ROAD)PULL OFF532
534
536
540
530
542
INV. 538.5
538.5 542541.6
541.8
INV. 540.1
541.0
20' LONG x 1.5' WIDE x 2" DEEP
VEGETATED WEIR
3
RG1
541.6
538.8
PROPOSED SEDIMENT
CONTROL BARRIER, TYP.
1
EC1
REV #DATE ISSUED / REVISIONSGRID
6 PLAN: DRIVEWAY (MIDDLE SECTION)
SCALE: SEE GRAPHIC SCALE
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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
PLAN: DRIVEWAY (MIDDLE SECTION)C3
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 6 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
(IN FEET)
020'10'20'40'
W
B
D
2
OPEN BOTOTM CULVERT UNDER
DRIVEWAY IN "DRAINAGE" COURSE
5335335355345345305282
BEDROOM
RESIDENCE
F.F.: 539.0
548
539535534.5
534.5
534.8
534.5
534.5
534.8536537 538.5539539
538538537536540
536.5
539.4
539.8
536.7
540541539538537
PROPOSED SEDIMENT
CONTROL BARRIER, TYP.
1
EC1
1
D2
REV #DATE ISSUED / REVISIONSGRID
7 PLAN: DRIVEWAY (SOUTH SECTION)
SCALE: SEE GRAPHIC SCALE
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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
PLAN: DRIVEWAY (SOUTH SECTION)C4
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 7 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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:
C4-1) RESIDENCE SHALL BE PROVIDED WITH A FIRE SUPPRESSION SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NYS
BUILDING CODE AND NFPA REQUIREMENTS.
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
W
1
RG1
PROPOSED RESIDENCE
2
WD1
PHYSICAL SYSTEM LENGTH = 38'
(9 UNITS LONG + 2 END
CAPS EACH END)
6'
O.C.
2
WD2
1
WD2
1
WD1
ϰΗTWs^ZϮϲ
DISTRIBUTION PIPING,
(TYP.)
1,000 GAL.
POLY SEPTIC TANK
ϮΗT,W ^Zϭϭ'Zs/dz
SEWER W/ FUSION WELD JOINTS
(MIN. 1.0% SLOPE)
DISTRIBUTION BOX 533MIN. 10'533534.5
534.8
534.5
3
RG1 536537538.5539539
5382
D1
TP # 210624-07
TP # 210624-01
TP # 210624-03
TP # 210624-04
8' LONG x 1' WIDE x 2" DEEP
VEGETATED WEIR
RAIN GARDEN D:
TOTAL BASIN VOLUME: MIN.: 225 CF
(TO WEIR OUTLET/SPILLWAY);
CONTRACTOR TO VERIFY DEPTH
2' BELOW SYSTEM
POTABLE WATER WELL
4' WIDE
SIDEWALK
SURFACE WATER
DIVERSION SWALE
4
RG1
SURFACE WATER
DIVERSION SWALE
4
RG1
LEACHING LATERAL:
"QUICK 4 EQUALIZER 36"
CHAMBER UNIT BY
"INFILTRATOR SYSTEMS, INC."
PROPOSED SEDIMENT
CONTROL BARRIER, TYP.
1
EC1
3
WD2
(IN FEET)
05'2'-6"5'10'
REV #DATE ISSUED / REVISIONSGRID8PLAN: HOUSE SITE
SCALE: SEE GRAPHIC SCALE
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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 En gineering
PLAN: HOUSE SITE C5A
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 8 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
1
RG1
535534534530528539535534.5
534.5
534.8 538537536536.5
539.4
536.7
3
RG1 540541RAIN GARDEN C:
TOTAL BASIN VOLUME: MIN.: 330 CF
(TO WEIR OUTLET/SPILLWAY)
8' LONG x 1' WIDE x 2" DEEP
VEGETATED WEIR
CULVERT:
ϭϴΗT^EͲϭϮ͘W͘W͘
(0.5% SLOPE)
11' WIDE
12' WIDE
SURFACE WATER
DIVERSION SWALE
4
RG1
SURFACE WATER
DIVERSION SWALE
4
RG1
DRIVEWAY
PARKING FOR 2 VEHICLES
R28'
R4'
R4'
SURFACE WATER
DIVERSION SWALE
4
RG1
SIDEWALK
(SEE DRWG. C5)
539
538
537
3
D1
(IN FEET)
05'2'-6"5'10'
REV #DATE ISSUED / REVISIONSGRID9PLAN: HOUSE SITE
SCALE: SEE GRAPHIC SCALE
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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 En gineering
PLAN: HOUSE SITE C5B
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 9 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
C
C5A
SECTION THROUGH LEACHING SYSTEM
SCALE: N.T.S.
22"
12"
48" EFFECTIVE
53" ACTUAL
1
WD1
LEACHING CHAMBER DETAIL - GRAVITY DISTRIBUTION
SCALE: N.T.S.
MULTI-PORT
END CAP, TYP.
EACH END
4" PVC DISTRIBUTOR
FROM DISTRIBUTION BOX
OUTLET
END
INLET
END
ϰΗT Yh>/d/KEW/W/E'
CONNECTING EACH LATERAL
AT BOTH ENDS (CONNECT
AT BOTTOM PORTS)
"QUICK 4 EQUALIZER 36"
INFILTRATION CHAMBERS
2
WD1
POLY SEPTIC TANK DETAIL
SCALE: N.T.S.
6"
MIN.
1'-3"
1'-6"
MIN.
NSF APPROVED EFFLUENT FILTER
("POLYLOK PL-122", OR
EQUIVALENT)
OPTIONAL
PARTITION WALL
12" MIN. (WITHOUT INSULATION); 36" MAX.
12"-18"
MINIMUM
3"
SOIL PIPE; INSTALL AS
SHOWN ON "SYSTEM PLAN"
COMPACTED NATIVE
(OR SIMILAR) BACKFILL
UNDISTURBED NATIVE SOIL
INFILTRATOR SYSTEMS, INC. SEPTIC TANK
OR APPROVED EQUIVALENT
PEA STONE, SAND, GRAVEL OR OTHER
SIMILAR GRANULAR MATERIAL TO BED THE TANK
EFFLUENT PIPE; INSTALL AS
SHOWN ON "SYSTEM PLAN"
SUPPLIER PROVIDED RUBBER
GASKET IN INLET AND OUTLET PORTS
INFIILTRATOR RISER AND COVER OR
APPROVED EQUIVALENT
WATERTIGHT JOINTS, TYP.
FINISHED GRADE;
GRADE TO DRAIN AWAY FROM COVERSWATERTIGHT ACCESS COVER
ANTI-FLOATATION TO BE PROVIDED
T-4
D1
NOTE:
INSTALL INLET AND OUTLET AS RECOMMENDED BY
MANUFACTURER, AND SUCH THAT THE INLET AND
OUTLET ARE AS FAR APART (LONGEST FLOW PATTERN
THROUGH TANK) AS PRACTICAL).
OUTLETINLET
REV #DATE ISSUED / REVISIONS
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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 En gineering
DETAILS: WASTEWATER CONSTRUCTION WD1
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 10 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
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.
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.ALL TREES SHALL BE CUT AT GRADE; STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE REMOVED ONLY IF REQUIRED FOR SITE
PREPARATION. REMOVE ALL OTHER VEGETATION WITHIN FOOTPRINT OF LEACHING SYSTEM. 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 SILTY SAND MEETING UNIFIED SOIL
CLASSIFICATIONS ͞^D͕͟ ͞^W͕͟ OR ͞^t͟Ϳ 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 PRIOR TO
INSALLATION OF LEACHING DEVICE, BY A QUALIFIED INDEPENDENT PARTY (I.E. SOIL SCIENTIST OR PROFESSIONAL SOILS ENGINEER), OR AS
APPROVED BY ENGINEER. PERC TESTS SHALL BE CONDUCTED IN BORROW PIT PRIOR TO HAUL, AND WITHIN FILL COMPACTED IN PLACE AT
SITE; 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 ONLY IF REQUIRED FOR
SITE PREPARATION.
x REMOVE TOPSOIL ONLY IF SUBGRADE OF NEW SYSTEM IS BELOW EXISTING GRADE; IF TOPSOIL IS REMOVED, STOCKPILE FOR
RE-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.
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
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
1
WD2
DISTRIBUTION BOX
SCALE: N.T.S.
FORT MILLER BOX
OR EQUIVALENT
INLET OUTLET
2
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
3
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
REV #DATE ISSUED / REVISIONS
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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 En gineering
DETAILS: WASTEWATER CONSTRUCTION WD2
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 11 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
PIPING
P-1)ALL GRAVITY SEWER PIPE & FITTINGS SHALL BE PVC SDR 26 OR 35 (SEE PLANS), ASTM D3034; OR HPDE SDR 17, ASTM D3350; INSTALLATION
^,>> /EKZE t/d,^dDϮϯϮϭ͕hE/Ͳ >>͞,EKK<K&WsW/W ͕ ^/'E͕E/E^d>>d/KE͕͟EDEh&dhZ ZΖ^
RECOMMENDATIONS.
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 FOLLOWING MINIMUM GRADES UNLESS
Kd, Zt/^ /Z d KEW>E^͗Zt^ t' ͗ϰ͟ΛϮй͕ϲ͟Λϭй͖^ dd> ^ t' ; &&>h EdͿ͗ϰ͟Eϲ͟ΛϬ͘ϱйц͘>>^ t Z^,>>
BE LEAKAGE TESTED BY A NYSDEC APPROVED METHOD.
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.
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
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)
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.
(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.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
1
REV #DATE ISSUED / REVISIONS
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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
DETAIL: RAIN GARDEN RG1
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 12 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
5+0).'«%4190«¼2'4«(116
A
D1
TYPICAL DRIVEWAY SECTION ON SIDE SLOPE
SCALE: N.T.S.
18"
(MIN.)
5'-6"50' (MIN.) GROUTED CASING5' MIN
SETBACK TO
STRUCTURES
2
D1
POTABLE WELL CONSTRUCTION
SCALE: N.T.S.
PUMP TO BE SET 20' (MIN.) BELOW
MAX. WELL DRAWDOWN
PUMP TO BE SET MINIMUM 10'
ABOVE BOTTOM OF WELLPOLYETHYLENE SAFETY
ROPE
POWER CABLE
SECURED TO PIPE
RISER PIPE
PITLESS ADAPTOR
STEEL WELL CASING
DROP PIPE
WELL
PROTECTION
SEAL
GRADE AROUND WELL TO
BE RAISED TO SHED
SURFACE WATER
SLEEVE (GROUT & SEAL)
THROUGH FOUNDATION WALL
WATER SERVICE
LINE
DIRECT BURY CABLE
FROM WELL TO PUMP
CONTROL PANEL
SEAL
RIGID CONDUIT
VENTILATED WELL CAP
UNION
CHECK VALVE (SPRING LOADED)
PRESSURE SWITCH
RELIEF VALVE
BALL VALVE
TANK DRAIN
SUPPORT PAD
SERVICE LINE
BALL VALVE
HYDRO-PNEUMATIC TANK, WELL X-TROL
OR EQUIVALENT, SIZED FOR WELL
YIELD & SYSTEM DEMAND
PUMP CONTROL PANEL
& DISCONNECT
POWER SUPPLY
4
D1
3
D1
CULVERT CONSTRUCTION
SCALE: N.T.S.
LIGHT & MEDIUM RIP RAP
WINGED CULVERT END SECTION
BANK STABILIZATION
(SEED/LIGHT RIP RAP)
FINISHED GRADE
FINISHED GRADE
ITEM 304.12 TYPE 2
SEE PLAN FOR
SIZE OF CULVERT
12" MIN
6" (TYP. BOTH SIDES)
COMPACTED BED SAND;
90% STANDARD PROCTOR 6" MIN
ϳΖц
EXISTING WELL CASING
"BENTOMAT" (COMPRESSED BENTONITE MAT)
OR APPROVED EQUIVALENT
WRAPPED AROUND WELL CASING
GRANULATED BENTONITE
AND SOIL MIX
(MIN 5% BENTONITE BY WEIGHT)
BENTONITE & (10% MIN.) SOIL MIX
MOUNDED AROUND CASING PIPE
EXISTING WELL CAP
2' MIN.
8" MIN.
6"
MIN.
3' MIN.
4
D1
WELL PROTECTION SEAL
SCALE: N.T.S.
PITLESS ADAPTER AND
SUPPLY PIPE
REV #DATE ISSUED / REVISIONS
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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
DETAILS: CIVIL D1
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 13 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
WELL CONSTRUCTION AND/OR FIT UP NOTES:
2
1
LIGHT & MEDIUM BOULDERS
FOR SLOPE STABILIZATION
EXISTING GRADE
B
D2
DRAINAGE CROSSING
SCALE: N.T.S.
LIGHT & MEDIUM BOULDERS
FOR OUTLET PROTECTION/
SLOPE STABILIZATION
"STORMTECH 310" CHAMBERS
(3 CHAMBERS LONG; 21') AT
MIN. 5% GRADE
548
546
544
542
MIN. 12" OF COVER OVER THE
TOP OF CULVERT CROSSING;
NYSDOT ITEM 304.12
6"
12" MIN.
6"
EMBEDMENT
EXISTING/FINISHED
CHANNEL BOTTOM
#1 CRUSHED STONE
WRAPPED IN GEOTEXTILE,
UNDER CHAMBER LEG FULL
LENGTH OF CHAMBER
BACKFILL EXCAVATION FOR
CHAMBER W/ NATIVE SOIL
OR WELL GRADED SAND
& GRAVEL, THOROUGHLY
COMPACTED
EXISTING GRADE PER
TOPOGRAPHIC SURVEY
1
D2
BOTTOMLESS CHAMBER CONSTRUCTION DETAIL
SCALE: N.T.S.
DRAINAGE
CROSSING
FINISHED
GRADE
GEOGRID
EXTEND GEOGRID 5' MIN.
EACH SIDE OF CHAMBER
MIN. 18" SAND & GRAVEL
BASE UNDER ACCESS ROAD
B
D2
REV #DATE ISSUED / REVISIONS
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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
DETAILS: CIVIL D2
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 14 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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(
06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW
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
NYSSSESC102101100
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 ENTRANCEFLOWFLOW
REV #DATE ISSUED / REVISIONS
08/09/2021 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR SKETCH PLAN REVIEW
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 CONTROL DETAILS EC1
RESIDENTIAL SITE DEVELOPMENT
JAMES BROWN
UPPER RIDGE ROAD (RTE. 9L)
TOWN OF QUEENSBURY, NEW YORK
JUNE 2022 PRO #21-008 SHEET: 15 OF 15
BASESHEET: 22 x 34 06/27/22 12:30 PM
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
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06/15/2022 B SUBMITTED TO THE T/O QBY FOR AREA VARIANCE AND SITE PLAN REVIEW