Wastewater ManagementDETAIL #
SEE DRAWING # FOR DETAIL
DETAIL REFERENCE TAG:
SECTION CUT DIRECTION
SECTION LETTER
SEE DRAWING #FOR SECTION
SECTION REFERENCE TAG:
POND INDICATOR:
SUB-CATCHMENTINDICATOR:
REACH INDICATOR:
LEGEND:
REVISION INDICATOR:
1
D1
A
D1
X 1S
1P
1R
TP #
PT # PERCOLATION TEST:
TEST HOLE:
EXISTING STRUCTURES/OBJECTS/UTILITIESSURVEYED AND OR FIELD VERIFIED:
EXISTING STRUCTURES/OBJECTS/UTILITIESNOT VERIFIED BY SURVEY ORFIELD DOCUMENTATION:
PROPOSED STRUCTURES/OBJECTS/
UTILITIES:
LINE TYPE:
SYMBOLS/ABBREVIATIONS:
GRAVITY SANITARY SEWER
PRESSURE SANITARY SEWER
STORM SEWER
PROPERTY LINE:
EXISTING MAJOR CONTOUR LINES:
EXISTING MINOR CONTOUR LINES:
SHORELINE/STREAM:
PROPOSED MINOR CONTOUR LINES:
PROPOSED MAJOR CONTOUR LINES:100
100
99
99
SWALE:
(IN FEET)
0100'50'100'200'
SITE LOCATIONGRID
-LOCATION PLAN
SCALE: N.T.S.
REV #DATE ISSUED / REVISIONS
TAX #: 227.14-1-9
LAKE GEORGE
GRID1 SITE SETTING PLAN
SCALE: SEE GRAPHIC SCALE
PILOT KNOB RD.
PULVER RD.
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
FREYER / WELLES
WASTEWATER MANAGEMENT
121 PILOT KNOB ROAD & 22 PULVER ROAD
TOWN OF QUEENSBURY, NEW YORK
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.PHONE: (518) 792-2907
PRO #
JARRETT En gineers, PLLC
Civil & Environmental En gineerin g
21-004
LAKEGEORGE
(WARNER BAY)
TAX #: 227.14-1-17
05/03/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER REVIEW
RESOLUTION APPROVING TIMOTHY WELLES & LAUREN FREYER'S APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCE
RESOLUTION NO.: BOH 51, 2022
INTRODUCED BY: Mr. George Ferone
WHO MOVED ITS ADOPTION
SECONDED BY: Mr. Anthony Metivier
WHEREAS, Timothy R. Welles and Lauren W. Freyer (Applicants) filed an application for a variance from provisions of the
Town of Queensbury On-Site Sewage Disposal Ordinance Chapter 136 to install:
1) a leaching system 53.6' from a wetland in lieu of the required 100' setback; and
2)a force main 0' from crossing a Town right-of-way in lieu of the required 10' setback; on property located at 121 Pilot Knob
Road in the Town of Queensbury, and
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local
Board of Health duly conducted a public hearing concerning the variance request on Monday, June 13th, 2022, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject
property,
NOW, THEREFORE, BE IT
RESOLVED, that
1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially
detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the
purpose and objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the
minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect
the Applicants; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Timothy R. Welles and Lauren W. Freyer for
variances from the Sewage Disposal Ordinance to install:
1) a leaching system 53.6' from a wetland in lieu of the required 100' setback; and
2)a force main 0' from crossing a Town right-of-way in lieu of the required 10' setback; on property located at 121 Pilot Knob
Road in the Town of Queensbury and bearing Tax Map No: 227.14-1-9, and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this
Resolution to the Adirondack Park Agency for its review, and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency
and shall be subject to any lawful action by the Adirondack Park Agency during such period.
Duly adopted this 13th day of June, 2022, by the following vote:
AYES : Mr. Ferone, Mr. Strough, Mr. Metivier, Mr. Freer
NOES : None
ABSENT: Mr. McNulty
07/27/2022 1 ISSUED FOR CONSTRUCTION(ADDED RESOLUTION & CONDITIONS OF APPROVAL; REMOVED DRAWING LIST)
1
(IN FEET)
040'20'40'80'
2'± To Shore
.3'± To Shore
Area
15949.0 Sq. Feet
0.37 Acres
S 35°48'20" W
15.69'
Area
75031.1 Sq. Feet
1.72 Acres
Lands N/F of
Donald & Marilyn Ball
B:4629 P:298
Lands N/F of
Donald & Marilyn Ball
B:4629 P:298
227.14-1-7
Lands N/F of
James A. & Margaret A. Amann
B:3650 P:39
227.14-1-10
Lands N/F of
Mary LaForte
B:3181 P:212
227.14-1-18
Lands N/F of
Vincent Andretta
B:1048 P:146
227.14-1-16
Lands N/F of
Vincent J. Andretta
B:1424 P:100
227.14-1-15
Map Reference
Map of a survey made for
Richard & Marian J. Philo
Dated: December 12, 2001
By: Van Dusen & Steves
Land Surveyors
Deed Reference
Marian F. Philo
To
Christian E. Freyer and
Lauren W. Freyer, 12 interest
and
Timothy R. Welles and
Karen L. Welles, 12 interest
Dated: July 07, 2020
Recorded on: July 20, 2020
B:6144 P:79
NAIL FOUND
NAIL FOUND
IRF
TP # 211111-01PT # 211111-01TP # 211111-02
TP # 211111-03PT # 211111-02
TP # 211111-04
TP # 211111-05TP # 211111-06
TP # 211111-07
STREAM
STREAM
APA WETLANDS (DELINEATED SPRING 2021)
PARCEL #: 227.14-1-17
PARCEL #: 227.14-1-9
(WELLES)
APA WETLANDS (DELINEATED SPRING 2021)
LAKE GEORGE MHW
EXISTING WASTEWATER SYSTEM
GENERAL NOTES:
G-1) SURVEY & MAP INFORMATION PROVIDED BY VAN DUSEN & STEVES LAND SURVEYORS, TITLED
"MAP OF A TOPOGRAPHIC SURVEY MADE FOR CHRISTIAN E. & LAUREN W. FREYER AND TIMOTHY R.
& KAREN L. WELLES". DATED: APRIL 27TH, 2021.
G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY
NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND
ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BEREPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITECONDITIONS ARE NOT AS INDICATED.
REV #DATE ISSUED / REVISIONS2EXISTING CONDITIONS
SCALE: SEE GRAPHIC SCALE
05/03/2022 A
SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER REVIEW
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
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: EXISTING CONDITIONS EX1
REPLACEMENT WASTEWATER SYSTEMWELLES
121 PILOT KNOB RD.QUEENSBURY, NEW YORK
APRIL 2022 PRO # 21-004 SHEET: 2 OF 7
BASESHEET: 22 x 34 07/27/2022 4:15 PM
H. THOMAS JARRETT
P.E. # 57509
2022GRID07/27/2022 1 ISSUED FOR CONSTRUCTION(NO CHANGES THIS DRAWING SHEET)
(IN FEET)
040'20'40'80'
2'± To Shore
.3'± To Shore
Area
15949.0 Sq. Feet
0.37 Acres
S 35°48'20" W
15.69'
Area
75031.1 Sq. Feet
1.72 Acres
Lands N/F of
Donald & Marilyn Ball
B:4629 P:298
227.14-1-8
Lands N/F of
Donald & Marilyn Ball
B:4629 P:298
227.14-1-7
Lands N/F of
James A. & Margaret A. Amann
B:3650 P:39
227.14-1-10
Lands N/F of
Mary LaForte
B:3181 P:212
227.14-1-18
Lands N/F of
Vincent Andretta
B:1048 P:146
227.14-1-16
Lands N/F of
Vincent J. Andretta
B:1424 P:100
227.14-1-15
Map of a survey made for
Richard & Marian J. Philo
Dated: December 12, 2001
By: Van Dusen & Steves
Land Surveyors
Deed Reference
Marian F. Philo
To
Christian E. Freyer and
Lauren W. Freyer, 12 interest
and
Timothy R. Welles and
Karen L. Welles, 12 interest
Dated: July 07, 2020
Recorded on: July 20, 2020
B:6144 P:79
NAIL FOUND
NAIL FOUND
IRF
PROPOSED RESIDENCE
4
WW2
2
D1
3
D1
1
WW2
2
D1
1
EC1
W
PROPOSED GARAGE
PROPOSED PATIO
SEWER FORCE MAIN
(ROUTE TO BE DETERMINED
BASED ON SUBSURFACE CONDITIONS)
APA WETLANDS
(DELINEATED DECEMBER 2021)
APA WETLANDS
(DELINEATED SPRING 2021)
4"Ø PVC SDR SEWERGRAVITY FROM RESIDENCE
PROPOSED 1,500 GAL. SEPTIC TANK
WASTEWATER TREATMENT SYSTEM
ENVIRONMENTAL CONTROLS
WELL OBSERVED
NO WELL OBSERVED
DOCUMENTED WELL
WELL OBSERVED
200' WASTEWATERSETBACK
50' WASTEWATERSETBACK
1,000 GAL. PRE-CASTCONC. SEPTIC TANK
1
WW2
PUMP STATION
100' POTABLE WATERWELL SETBACK
VARIANCE #2FORCE MAIN CROSSING A
TOWN RIGHT-OF-WAY (R.O.W.)
REV #DATE ISSUED / REVISIONS
3 WASTEWATER SYSTEMS PLAN
SCALE: SEE GRAPHIC SCALE
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
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: WASTEWATER SYSTEMS WW1
REPLACEMENT WASTEWATER SYSTEMWELLES
121 PILOT KNOB RD.QUEENSBURY, NEW YORK
APRIL 2022 PRO # 21-004 SHEET: 3 OF 7
BASESHEET: 22 x 34 07/27/2022 4:15 PM
H. THOMAS JARRETT
P.E. # 57509
2022GRID05/03/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER REVIEW
07/27/2022 1 ISSUED FOR CONSTRUCTION(NO CHANGES THIS DRAWING SHEET)
Area
75031.1 Sq. Feet
1.72 Acres
4" Ø GRAVITY SEWERFROM SEPTIC TANK
(TO BE RE-ROUTEDAROUND EXISTING
VEGETATION)
FORCE MAIN FROMNORTH SITE
2
D1
3
D1
100' WETLAND SETBACK
VARIANCE #1SETBACK FROM LEACHINGDEVICE TO WETLAND:53'-6"5WW34'±
SEPTIC TANK1
D1
(IN FEET)
05'2'-6"5'10'REV #DATE ISSUED / REVISIONS4WASTEWATER TREATMENT PLAN
SCALE: SEE GRAPHIC SCALE "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
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 TREATMENT PLAN WW2
REPLACEMENT WASTEWATER SYSTEMWELLES
121 PILOT KNOB RD.QUEENSBURY, NEW YORK
APRIL 2022 PRO # 21-004 SHEET: 4 OF 7
BASESHEET: 22 x 34 07/27/2022 4:15 PM
H. THOMAS JARRETT
P.E. # 57509
2022GRIDGENERAL 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.
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 12” 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:
•FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE.
•ALL TREES SHALL BE CUT AT GRADE; STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE REMOVED IF REQUIRED FOR SITE PREPARATION.
•REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM.
•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.
•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.
•PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND APPROVED, TO REQUIRED ELEVATION.
•PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE.
•INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS / SECTIONS.
•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.
•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).
•SEED/PLANT, AND THEN MULCH, ENTIRE SYSTEM; MAINTAIN UNTIL GROWTH IS ESTABLISHED.
TANKS/STRUCTURES
T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC. OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFERTO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. HDPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR WATERTECHNOLOGY, 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) OVER
BURIED COVER(S), AND MEASUREMENT “TIES” TO PERMANENT FEATURES, AND SHOWN ON (RECORD) DRAWINGS (SEE
GENERAL NOTES).
T-4) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOATION
USING HEAVY DUTY TANKS WITH 6” EXTENDED INTERGAL BASES, OR BY AN ALTERNATIVE METHOD 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.
05/03/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER REVIEW
VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY
VARIANCE:REQUIRED:EXISTING:PROPOSED:
1) HORIZONTAL SETBACK FROM WETLAND TO LEACHING SYSTEM 100'N/A 53'6"
2) SETBACK FORCE MAIN CROSSING A TOWN RIGHT-OF-WAY (R.O.W.)10'N/A 0'
07/27/2022 1
ISSUED FOR CONSTRUCTION(NO CHANGES THIS DRAWING SHEET)
MIN. 12" OF COVER
OVER THE CENTEROF THE LEACHINGSYSTEM "ELJEN" LATERAL,
(TYP.)
4"Ø PVC PERFORATEDDISTRIBUTION PIPE
(REFER TO PLAN), TYP.GEOTEXTILE FABRIC AROUND THE
TOP (OVER THE DISTRIBUTION
PIPE) AND SIDES OF "ELJEN"LATERAL, TYP.
SLOPE:
3'H (MAX.) : 1'V
MIN. 6" COVEROVER THE ENDS
OF THE SYSTEM
SYSTEM FILL:
LOAMY SAND FILL W/ AN IN PLACE
PERCOLATION RATE OF 8-10 MIN./IN.
LEACHING SYSTEMPREPARATION NOTES
L1-L10
WW3
EXISTING GRADE
APPROXIMATE GROUNDWATER
(333')
SEED AND MULCH ALL FILLED
AND DISTURBED AREAS
3'
4' MIN. ELJEN SAND
2'
CONCRETE SAND MEETING"ELJEN" SPECIFICATIONSGRADE TO DRAIN
6"
4'±
1'5'
ADDITIONAL FILL MAY BE FEATHEREDINTO BANK AT DIRECTION OF OWNER
GEOGRID OVER ENTIRE SYSTEM
(BARRIER FROM PEDESTRIAN TRAFFIC)
REV #DATE ISSUED / REVISIONS
5 WASTEWATER TREATMENT SECTION (VIEW WEST)
SCALE: SEE GRAPHIC SCALE
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
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
WASTEWATER TREATMENT SECTION WW3
REPLACEMENT WASTEWATER SYSTEMWELLES
121 PILOT KNOB RD.QUEENSBURY, NEW YORK
APRIL 2022 PRO # 21-004 SHEET: 5 OF 7
BASESHEET: 22 x 34 07/27/2022 4:15 PM
H. THOMAS JARRETT
P.E. # 57509
2022
05/03/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER REVIEW
“ELJEN” DESIGN & INSTALLATION NOTES
1) THE SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT “ELJEN” NEW YORK DESIGN AND INSTALLATION
MANUAL.
2)THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL OR WATER SOFTENER.
3)ORGANIC MATERIAL THAT CAN RESTRICT FLOW MUST BE REMOVED FOR RAISED BEDS.
4)THE SOIL MUST BE SCARIFIED TO PROVIDE DEEP CHANNELS FOR THE SAND.
a)A PLOWED INTERFACE ON CONTOUR IS RECOMMENDED TO PREPARE THE SOIL FOR FILL PLACEMENT.
b)SCARIFY ANY SMEARED SUBSOIL PRIOR TO FILL PLACEMENT.
5)FILL MATERIAL SHALL MEET OR EXCEED STATE OF NEW YORK CODE REQUIREMENTS. ALL FILL MATERIAL SHALL BE CLEAN BANK
RUN SAND, FREE OF TOPSOIL, HUMUS, AND “DREDGING” DIRECTLY BENEATH THE GSF SYSTEM.
6)ASTM C33 SPECIFIED SAND WITH LESS THAN 10% PASSING A #100 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE SHALL BE
PLACED BELOW AND AROUND THE GSF MODULES, WITH 6 INCHES MINIMUM UNDERNEATH AND 6 INCHES MINIMUM
SURROUNDING THE GSF MODULES IN TRENCH CONFIGURATIONS. IN BED SYSTEMS, USE 6 INCHES MINIMUM UNDERNEATH
THE MODULES WITH 12 INCHES MINIMUM BETWEEN MODULE ROWS AND 12 INCHES MINIMUM AROUND THE PERIMETER OF
THE MODULES.
7)USE THE PROVIDED WIRE CLAMPS TO SECURE THE APPROVED PERFORATED 4-INCH DIAMETER DISTRIBUTION PIPE SDR 35 OR
EQUIVALENT TO THE TOP OF EACH GSF MODULES.
8)ELJEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE PROPER TENSION AND ORIENTATION OF THE FABRIC AROUND
THE SIDES OF THE PERFORATED PIPE ON TOP OF THE GSF MODULES. FABRIC SHOULD BE NEITHER TOO LOOSE, NOR TOO
TIGHT. THE CORRECT TENSION OF THE COVER FABRIC IS SET BY:
•SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE AND DOWN BOTH SIDES OF THE MODULE WITH THE
COVER FABRIC TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE.
•PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE PIPE AREA ALLOWING THE COVER FABRIC TO FORM A
MOSTLY VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE. REPEAT THIS STEP MOVING DOWN THE PIPE.
9)BACKFILL MATERIAL SHALL BE CLEAN WITH NO ROOTS OR STONES LARGER THAN 2 INCHES IN ANY DIMENSION TO A MINIMUM
DEPTH OF 8 INCHES OVER THE GSF MODULES AND FINAL COVER FOR VEGETATION OF 4 INCHES TO 6 INCHES OF CLEAN LOAM.
10) FINISH BY GRADING THE AREA TO DIVERT STORM WATER RUNOFF AWAY FROM THE SYSTEM.
11) FOR PUMPED SYSTEMS, PROVIDE A WELL ANCHORED DISTRIBUTION BOX WITH A VELOCITY REDUCTION TEE OR BAFFLE.
12) ANY SYSTEM WHICH IS MORE THAN 18 INCHES BELOW FINISH GRADE AS MEASURED FROM THE TOP OF THE MODULE
SHALL BE VENTED.
13) DO NOT DRIVE BACKHOE WHEELS OVER GSF MODULES WITH LESS THAN 12 INCHES OF COVER OVER THE DISTRIBUTION
PIPE. DRIVING OR PAVING OVER THE GEOTEXTILE SAND FILTER AREA IS PROHIBITED. FOR SHALLOW INSTALLATIONS,
LIGHT-WEIGHT TRACK-MOUNTED MACHINES ARE BEST FOR SETTING THE FINAL GRADE. IT IS ALSO PERMISSIBLE TO
BACK-BLADE THE SOIL TO SET FINAL MINIMUM COVER. PERIMETER LANDSCAPE TIMBERS ARE ALSO RECOMMENDED TO
LOCATE THE SHALLOW BEDS, THEREBY KEEPING VEHICLES OFF THE SYSTEM.
14) SEEDING AND STABILIZING THE SOIL COVER IS REQUIRED TO PROTECT THE SYSTEM FROM SOIL EROSION.
CONSTRUCTION MILESTONE (CONTACT ENGINEER TO SCHEDULE)
•PRIOR TO BACKFILLING OF LEACHING CHAMBERS AND MANIFOLD PIPING, ENGINEER TO OBSERVE EXPOSED CHAMBERS AND MANIFOLD PIPING.
•PRIOR TO COVERING D-BOX, ENGINEER TO VERIFY INSTALLATION OF SPEED LEVELERS AND EQUAL DISTRIBUTION.
•PRIOR TO BACKFILLING OF FLOUT DOSING CHAMBER, ENGINEER TO VERIFY FLOUT SYSTEM INSTALLATION & OPERATION.
INSPECTION PRIOR TO START-UP (WALK THRU WITH ENGINEER; CONTACT ENGINEER TO SCHEDULE)
•VERIFY EQUAL DISTRIBUTION TO NEW FLOUT DOSING CHAMBER AND EXISTING LEACHING SYSTEM PUMP STATION FROM MAIN LIFT PUMP
STATION.
•VERIFY FLOUT DOSING CHAMBER OPERATION.
•VERIFY MAIN LIFT PUMP STATION AND EXISTING LEACHING SYSTEM PUMP STATION EFFLUENT PUMPS ARE FUNCTIONING PROPERLY (I.E.
OPERATIONAL AND ALTERNATING DUTY CYCLES).
OPERATION, MAINTENANCE, AND ANNUAL INSPECTION RECOMMENDATIONS
PREVENTION:
1.USE WATER EFFICIENTLY, EXCESS WATER USE CAN OVERLOAD A SYSTEM.
2.MONITOR BUILDING FIXTURES AND PLUMBING FOR LEAKS.
3.DON'T DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS (I.E.: PAINT, PAINT THINNER, PETROLEUM PRODUCTS,
PESTICIDES, ANTIFREEZE, ETC.)
4.DON'T FLUSH DENTAL FLOSS, FEMININE HYGIENE PRODUCTS, CONDOMS, DIAPERS, COTTON SWABS, UNUSED MEDICATIONS, CIGARETTE BUTTS,
COFFEE GROUNDS, CAT LITTER, PAPER TOWELS, AND OTHER KITCHEN AND BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE
SEPTIC SYSTEMS COMPONENTS.
5.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM.
6. ONLY PLANT NON-WOODY VEGETATION OVER / NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE FROM ROOTS. VEGETATIVE GROWTH
SHOULD NOT BE ALLOWED TO BECOME OVERGROWN.
SEPTIC TANKS:
1. ANNUALLY INSPECT TANKS FOR DETERIORATION, SURFACE WATER INFLOW AND INFILTRATION (CORRECT PROBLEMS IF NOTED).
2. ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION. SEPTIC TANKS MUST BE PUMPED OUT WHENEVER THE
BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE OR THE TOP OF THE SLUDGE IS
WITHIN TEN INCHES OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE. (MONITOR TANKS FOR FUTURE SCHEDULING OF INSPECTIONS
AND PUMP OUT).
3. ANNUALLY INSPECT FILTER EFFLUENT FILTERS: FILTER SHOULD BE CLEANED EVERY TIME THE TANK IS INSPECTED.
a.LOCATE OUTLET USING PRESSURE TREATED MARKERS (OR PROVIDE AN AT GRADE ACCESS COVER).
b.REMOVE TANK COVER AND PUMP TANK IF NECESSARY
c. DO NOT USE HOUSE PLUMBING WHEN CLEANING FILTER
d.PULL FILTER OUT OF HOUSING
e.HOSE OFF FILTER OVER THE SEPTIC TANK SO THAT ALL SOLIDS FALL BACK INTO SEPTIC TANK.
f. INSERT FILTER BACK INTO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED.
DISTRIBUTION BOX:
1. ANNUALLY INSPECT D-BOX FOR DETERIORATION, SURFACE WATER INFLOW AND INFILTRATION.
2.REMOVE COVER AT TIME OF EFFLUENT FILTER SERVICE/CLEANING AND MONITOR SPEED LEVELERS FOR CONSISTENCY. (ADJUST AS REQUIRED TO
PROVIDE EVEN FLOWS TO ALL LATERALS).
3.INSPECT D-BOX FOR SOLIDS CARRY OVER TO LEACHING SYSTEM.
LEACHING SYSTEM:
1.INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING AT GRADE. (IF WATER IS NOTED, HAVE IT TESTED FOR
BACTERIA CONTENT).
2.INSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION; REPAIR EROSION AS REQUIRED.
3.PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM.
4.INSPECT AND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM.
NOTE:
VERIFY GROUNDWATER AT TIME OF CONSTRUCTION AND ADJUST ELEVATION OF ELJEN SYTEM
TO ACHIEVE (MIN.) 3' OF VERTICAL SEPARATION (CONTACT ENGINEER FOR APPROVAL)
07/27/2022 1 ISSUED FOR CONSTRUCTION(NO CHANGES THIS DRAWING SHEET)
1
D1
SEPTIC TANK DETAIL
4" SANITARY TEE
2
D1
PIPE TRENCH: WATER & SEWER LINES
SCALE: N.T.S.
18" ±
4" MIN (6" IF
ROCK BELOW)
6" MIN. (TYP.)
18" MIN
MOUND TO SHED WATER UNLESS UNDERROADWAYS; RESTORE ROADS ANDWALKWAYS TO ORIGINAL CONDITION;
TOPSOIL SEED & MULCH NON PAVED AREAS
NATIVE SOIL BACKFILL LESSCOBBLES AND LARGER, COMPACTED
TO 85% MODIFIED PROCTOR OUTSIDEROADWAYS, 95% MODIFIED PROCTORWITHIN ROADWAYS
PIPE(S)
(SEE PLAN FOR SIZE)
CLEAN SAND (100% PASSING 1 4",
MAXIMUM 10% PASSING 200 SIEVE)
INSTALL MARKERTAPE 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 DEPTHPROVIDES 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 DEPTHPROVIDES 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 FORCEMAIN WITH NATIVE SOILMINUS STONES LARGERTHAN 1", OR CLEAN SAND
MOUND OVER FORCE
MAIN WITH SOIL AND/
OR DUFF/ LEAF LITTER;DOCUMENT LOCATION ONRECORD PLAN
3
D1
SHALLOW PIPE INSTALLATION
SCALE: N.T.S.
FINISHED GRADE
EXISTING GRADE
SEWAGE FORCE MAINS SHALL BEINSTALLED TO FULLY DRAIN
BETWEEN PUMP CYCLES. IF FULLDRAINAGE IS NOT PRACTICAL,PROVIDE INSULATION AND HEATTRACING; CONTACT ENGINEERFOR GUIDANCE
RIGID FOAM INSULATION
(MIN. 2" THICK) AS
WARRANTED/ORDERED
10"±
TREATED LUMBER MARKERABOVE ALL BURIED COVERS;
SET LEVEL W/ GRADE
PROVIDE ADJUSTABLE LEVELINGDEVICE ON EACH OUTLET
4" PVC GRAVITY SEWER@ 0.5% MIN. SLOPE
12" MIN. OF CLEAN SAND
OR PEA GRAVEL FOUNDATION
4
D1
DISTRIBUTION BOX
SCALE: N.T.S.
INLET OUTLET
FORT MILLER BOXOR EQUIVALENT
REV #DATE ISSUED / REVISIONS
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
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
CONSTRUCTION DETAILS D1
REPLACEMENT WASTEWATER SYSTEMWELLES
121 PILOT KNOB RD.QUEENSBURY, NEW YORK
APRIL 2022 PRO # 21-004 SHEET: 6 OF 7
BASESHEET: 22 x 34 07/27/2022 4:15 PM
H. THOMAS JARRETT
P.E. # 57509
2022
05/03/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER REVIEW
07/27/2022 1
ISSUED FOR CONSTRUCTION(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 WRAPPEDAROUND HAY BALES, AS SHOWN ABOVE
2" x 2" HARDWOOD STAKES OR RE-BARSDRIVEN FLUSH WITH BALE; 2 STAKESPER BALE REQUIRED, ONE VERTICAL, ONE ANGLED
OVERLAP FABRIC@ STAKE
1
EC1
SEDIMENT CONTROL BARRIER (SHEET FLOW)
SCALE: N.T.S.
TYPICALTIE POINTS
STEEL OR 2" x 2"HARDWOOD POSTSGEOTEXTILE FABRIC MEETINGNYSSSESC SPECIFICATIONS
SECURELY FASTEN WIREFENCE TO POSTS &FABRIC TO FENCE
STEEL ORHARDWOOD POST
GEOTEXTILE FABRIC
4"x6" TRENCHWITH COMPACTED BACKFILL
GEOTEXTILE FABRIC
3 4" (MIN.) DRAIN ROCK
(IF REQUIRED)
SAND BAGS LAID TIGHTEND TO END, PERPENDICULARTO DIRECTION OF FLOW
HARD SURFACE
WOVEN WIRE FENCE
4' MIN.B
4' MIN.
DIKE CONSTRUCTED USINGCRUSHED STONE AND LIGHTRIP RAPORIGINAL 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 LATESTVERSION 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 BALEDIKES 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 SURROUNDINGAREAS 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 SHALLTAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. LAND DISTURBANCE SHALL NOTEXCEED 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 PREVENTEROSION & 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, ASAPPROVED.
ESC-4) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED INFULL 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 OFGROWING 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-DEGRADABLEMATERIALS 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 DATETHE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THEMOST 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, DURINGWHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURESDURING REVEGETATION IN ORDER TO REDUCE EROSION AND MAINTAIN WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUTARE 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 TIMEAS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT ISREMEDIATED.
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 BYOWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC, SOILS RESTORATION TO BE AS FOLLOWS: SOILS RESTORATIONREQUIREMENTS 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". VEGETATEAS 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 RECOMMENDEDMATERIALS AND APPLICATION.
ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTEVEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICALAND 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).
COMPOSTFILTER SOCK
2"X2" WOODEN STAKESPLACED AT 10' O.C.
MAX. SPACING
8'
EXISTING
CONTOURS
2"X2" WOODENSTAKES PLACED
10' O.C.
1'
MIN.
COMPOST FILTERSOCK PERNYSSSESCFLOWF
LOW 1021011001.) 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 FORRESIDENTIAL 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 THESOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK.
4.) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWINGLIMITS
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 ONSLOPES
(EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT)
SS-4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON SLOPES
(EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT)
SS-5) 100%+: CONTACT ENGINEER FOR GUIDANCE.
DIAMETER(IN.)SLOPE%
2 5 10 20 25 33 50
8 225* 200 100 50 20 --
12 250 225 125 65 50 40 25
18 275 250 150 70 55 45 30
24 350 275 200 130 100 60 35
32 450 325 275 150 120 75 50
EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES:
1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO SCHEDULE APRE-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 APPROVEDABSORBENT 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 BENEATHTHE 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 OFSEDIMENT 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 SEDIMENTSPILLED, 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 ANAPPROVED SEDIMENT TRAPPING DEVICE.
CS-8) INSPECTION:
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAINPUBLIC ROADWAYPROVIDE CONSTRUCTION ENTRANCE AS REQUIRED TO PREVENT TRACKINGONTO HIGHWAY.
CONSTRUCTION ENTRANCE
REV #DATE ISSUED / REVISIONS
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
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
REPLACEMENT WASTEWATER SYSTEMWELLES
121 PILOT KNOB RD.QUEENSBURY, NEW YORK
APRIL 2022 PRO # 21-004 SHEET: 7 OF 7
BASESHEET: 22 x 34 07/27/2022 4:15 PM
H. THOMAS JARRETT
P.E. # 57509
2022
05/03/2022 A
SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER REVIEW
07/27/2022 1
ISSUED FOR CONSTRUCTION(NO CHANGES THIS DRAWING SHEET)