1.2 1.2
WASTEWATER-SEWER\Approve-Deny\Joiner—Replacement—Components-Setbacks-Parkuig Under Driveway—Share Absorption W Di Martin Neighboring Property-
ETU—10-21-2024
RESOLUTION APPROVING STEVE JOINER/MARGARET P. BERRIGAN
REVOCABLE TRUST'S APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12024
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, Steve Joiner,on behalf of the Margaret P.Berrigan Revocable Trust,(Applicant)
filed an application for variances from Town of Queensbury On-Site Sewage Disposal Ordinance
Chapter 136 for installation of a replacement wastewater treatment system (System)to be located on
99 Birdsall Road in the Town,with installation of the proposed System's absorption field to be located
on adjacent property owner Domenick and Kathleen DiMartino's parcel located at 97 Birdsall Road
as described in a Permanent Right of Way, Easement Onsite Wastewater Management (Septic)
System Installation and Maintenance Agreement between the Applicant and the DiMartinos to be
provided with the System permit application if the requested System variances are approved, and
WHEREAS, Applicant has requested variances for the System components to be located as
follows:
1. ETU/Pump Station to be located 34' from Applicant's well in lieu of the required 50'
setback;
2. ETU/Pump Station to be located 40' from DiMartino's well to the north in lieu of the
required 50' setback;
3. ETU/Pump Station to be located 25' from the Gwinup property's well to the south in
lieu of the required 50' setback;
4. ETU/Pump Station to be located 1' from the structure (crawl space to the north) in
lieu of the required 10' setback;
5. Force main to be located 9' from the south property line in lieu of the required 10'
setback;
6. Absorption field to be located 46' from Applicant's well in lieu of the required 100'
setback;
7. Absorption field to be located 55' from DiMartino's well to the north in lieu of the
required 100' setback;
8. Absorption field to be located 90' from the Gwinup property's well to the south in
lieu of the required 100' setback;
9. Absorption field to be located 9' from the south property line in lieu of the required
10' setback;
10. Absorption field to be located 4' from the west property line in lieu of the required
10' setback; and
11. Absorption field to be installed under the driveway; 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 requests on Monday, October 21", 2024, 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
Applicant; and
BE IT FURTHER,
RESOLVED,that the Local Board of Health hereby approves the application of Steve Joiner
on behalf of the Margaret P. Berrigan Revocable Trust (Applicant) for variances from the Sewage
Disposal Ordinance for installation of a replacement wastewater treatment system (System) to be
located on 99 Birdsall Road in the Town (Tax Map No.: 289.17-1-36), with installation of the
proposed System's absorption field to be located on adjacent property owner Domenick DiMartino's
parcel located at 97 Birdsall Road(Tax Map No.: 289.17-1-35) as described in the Easement Onsite
Wastewater Management (Septic) System Installation and Maintenance Agreement between the
Applicant and Dominick and Kathleen DiMartino substantially in the form presented at this meeting
with the System components to be located as follows:
1. ETU/Pump Station to be located 34' from Applicant's well in lieu of the required 50'
setback;
2. ETU/Pump Station to be located 40' from DiMartino's well to the north in lieu of the
required 50' setback;
3. ETU/Pump Station to be located 25' from the Gwinup property's well to the south in
lieu of the required 50' setback;
4. ETU/Pump Station to be located 1' from the structure (crawl space to the north) in
lieu of the required 10' setback;
5. Force main to be located 9' from the south property line in lieu of the required 10'
setback;
6. Absorption field to be located 46' from Applicant's well in lieu of the required 100'
setback;
7. Absorption field to be located 55' from DiMartino's well to the north in lieu of the
required 100' setback;
8. Absorption field to be located 90' from the Gwinup property's well to the south in
lieu of the required 100' setback;
9. Absorption field to be located 9' from the south property line in lieu of the required
10' setback;
10. Absorption field to be located 4' from the west property line in lieu of the required
10' setback; and
11. Absorption field to be installed under the driveway; and
BE IT FURTHER
RESOLVED, that since the System's absorption field will not be located on Applicant's
property,the recorded Permanent Right of Way, Easement Onsite Wastewater Management(Septic)
System Installation and Maintenance Agreement must be provided to the Town before a Certificate
of Compliance will be issued, and
BE IT FURTHER,
RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property
owner in accordance with the manufacturer's recommendations for the life of the system.
Duly adopted this 21"day of October, 2024,by the following vote:
AYES
NOES
ABSENT:
MAGNETIC REACTION
UNDER PAVEMENT
LANDS NIF OF
794 STATE ROUTE 149, LLC
289.17-1-1.2
DRY STACKED
"ONCRETE BLOCK
RETAINING WALL
1-114"IPF
S46.14'W, 0.68'
From Corner
LANDS NIF OF
STUART ALAN
289.17-1-54
IAIA CTCIAIATCD CVCTCM Of A At
GRAPHIC SCALE
15 0 8 15 30 60
(IN FEET)
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
THIS IS NOT A FIELD SURVEY.
Glen
Tie Line
54'f Along Shore
3/4" IPF
N49-25'15"W, 0.25'
From Corner
Lake
e0 cFalc
o \
o �
a}
,o
ILYETHYLENE��g',�G�j
USED AS
LANDS NIF OF
MARGARET P.BERRIGAN REVOCABLE
TRUST
289.17-1-36
0kA- C� \
fat \
LANDS NIF OF
DANIEL & KATHRYN GWINUP
289.17-1-37
SYSTEM INSTALLATION NOTES
SEPTIC VARIANCE SUMMARY
1. ETU/ PUMP STATION TO WELLS
50' REQUIRED
34' PROPOSED FROM OWN WELL
16' OF RELIEF REQUESTED
40' FROM DIMAR77NO WELL TO THE NORTH
IO' OF RELIEF REQUESTED
25' PROPOSED FROM GWINUP WELL TO THE SOUTH
25' OF RELIEF REQUESTED
2. ETU / PUMP STATION TO STRUCTURE
10' REQUIRED
I' PROPOSED FROM CRAWL SPACE TO THE NORTH
9' OF RELIEF REQUESTED
3. FORCE MAIN TO PROPERTY LINE
10' REQUIRED
9' PROPOSED FROM SOUTH PROPERTY LINE
1' OF RELIEF REQUESTED
4. ABSORPTION FIELD TO WELLS
100' REQUIRED
46' FROM OWN WELL
54' OF RELIEF REQUESTED
55' FROM DIMARTINO WELL TO THE NORTH
45' OF RELIEF REQUESTED
90' FROM GWINUP WELL TO THE SOUTH
10' OF RELIEF REQUESTED
5. ABSORPTION FIELD TO PROPERTY LINES
10' REQUIRED
9' FROM SOUTH PROPERTY LINE
1' OF RELIEF REQUESTED
4' FROM WEST PROPERTY LINE
6' OF RELIEF REQUESTED
6. ABSORPTION FIELD TO BE INSTALLED UNDER THE DRIVEWAY
U.V. DISINFECTION TO BE INSTALLED ON JOINER. DIMARTINO &
BIRDSALL, LLC PARCEL WELLS
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN
ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL
HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC
PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
AFTER EXCAVA71ON OF THE ABSORPTION BED TO THE DEPTH REQUIRED,
THE WALLS AND FLOOR OF THE BED SHALL BE CLEANED AND RAKED IN
ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
PLACEMENT OF OPEN -BOTTOM GRAVELLESS CHAMBERS SHALL BE AS
SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE
GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION BED.
OPEN -BOTTOM GRAVELLESS CHAMBERS SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
THE CHAMBERS SHOULD BE LAID AS INDICATED, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR
07HER UNSUITABLE CONDITIONS.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT
SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS
NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME
ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE
GRINDERS.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST
BE EXCLUDED FROM THE WASTEWATER SYSTEM.
SYSTEM MATERIAL SPECIFICATIONS
34" WIDE OPEN -BOTTOM GRAVELLESS CHAMBER
OPEN -BOTTOM CHAMBERS TO BE INFILTRATOR H-20 HIGH CAPACITY.
ABSORPTION BED AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM
SLOPE.
FORCEMAIN
PIPING TO BE 1-1/2" SDR-11 HDPE, OR SCHEDULE 40 PVC PRESSURE PIPE.
PROVIDE POSITIVE DRAINBACK TO PUMP STATION.
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 Pvc. INSTALL WITH 1/4" PER FOOT
kA f
crr= i nrATTnAl
LOGATION MAP
WASTEWATER SYSTEM DESIGN
2-BEDROOM RESIDENCE
DESIGN FLOW - 110 GPD/ROOM
SYSTEM DESIGN FLOW - 220 GPD
SEPTIC TANK - PROP. FUJICLEAN CE-5 ENHANCED TREATMENT SYSTEM
PUMP STA77ON - EX. 500 GALLON POLYETHYLENE PUMP TANK
LEACH FIELD - SUB PARKING AREA ABSORPTION BED
W/34" WIDE TRAFFIC RATED OPEN -BOTTOM GRAVELLESS CHAMBERS
DESIGN PERCOLATION RATE = 1-5 MIN/IN
APPLICATION RATE = 0.95 GPD/SF
ABSORPTION AREA REQUIRED = 220 GPD/0.95 GPD/SF = 232 SF
INSTALL 15'x2O' ABSORPTION BED = 300 SF
W/(3) LATERALS OF (2) INFILTRATOR H-20 CHAMBERS
POTABLE WATER SUPPLY IS TO BE ON -SITE WELL
MINIMUM SLOPE. MAP REFERENCE:
STABILIZATION FABRIC GEOTEXTILE WITH POLYPROPYLENE 1. BASE MAP INFORMATION FROM ''SURVEY LANDS OF STEVEN
STABILIZATION FABRIC TO BE WOVEN HIGHWA)T JOINER & THE MARGAREI P. LTNIGAN REVOCABLE TRUST,"
YARNS, 1HRACE LINQ G7F-300 OR EQUIVALEN IN THE TOWN OF QUEENSBUR�WARREN COUNTY NEW
YORK. DATED MAY 28, 2024.' PREPARED BY GILBERY
SEPARATION FABRIC 'OTEXTILESEPARATION FABRIC, TC VANGUILDER LAND SURVEYOR, PLLC..
STABILIZATION FABRIC TO BE NON -WOVEN GE 2. WESTERLY NEIGHBOR PROPERTY' INFORMATION FROM "MAP
MARAFI 140N OR EQUIVALENT. OF A TOPOGRAPHIC SURVEY MADE FOR DOMENIC &
KATHLEEN P DIMARTINO-" IN Tt
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50
E TOWN OF QUEENSBURY,
SEPTIC TANK
10'
10'
5
Dig % Safely.
New ®York
Call Before You Dig
Wait The Required Time
ConfirmUtility Response
Respect The Marks
Dig With Care
800-962.7962w
www.digoafelyneyork.com
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ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
Hutchins
Engineering
PLLC
169 Havi/and Road
Queensbury, NY 12004
(518) 745.0307 Phone
(518) 745.0308 Fax
G. THOMAS HUTCHINS, P.E.
THOMAS R. CENTER, JR. P.E.
LUCAS W. DOBIE, P.E.
TAX MAP # 289.17-1.36
WASTEWATER
SYSTEM
PLAN
prepared for:
Steve Joiner
99 Birdsall Road
Town of Queensbury
County of Warren
State of New York
Drawn: HKB
Checked: MC
Scale: 1" - 1s'
Date: 9/3/2024
2923504141
114" PER FOOT
MIN. SLOPE
D/ll VCTIJVI LAIC CVTCAI Cl/1Al
NSF-40 ENHANCED
TREATMENT UNIT TANK
FUJICLEAN CE5
FUJICLEAN ETU STATION DETAIL
NTS
1 1/2' TOP COURSE ASPHALT
2" BINDER COURSE ASPHALT
GRANULAR SUBBASE COURSE NYS DOT
SECT. 304. TYPE 2 OR 4
COMPACTED TO 95% STD. PROCTOR
ASPHALT PAVEMENT DETAIL
NTS
18" MINIMUM D.O.T. GRAVEL STABILIZATION GEOGRID 6" ABOVE SYSTEM STONE, 12" MIN. GRAVEL
SUBBASE OVER BED AREA EXTENDING 1' BEYOND EDGES OF STONE BASE COURSE
1' 15' BED WIDTH 1'
4' TYP. SPACING �I
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ABSORPTION FIELD SECTION
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INFILTRATOR H-20 CHAMBER PROFILE
NTS
FLOAT SWITCHES -
INSTALL INSIDE PUMP PIT
IN LOCATION ACCESSIBLE
WITHOUT PIT ENTRY
— 34" CHAMBER MD 7H —�' `
INFIL TRA TOR H-20
CHAMBER SECTION
N TS
iMBER
qT
EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY).
SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN
HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A
CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO
START-UP OF PUMP STATION.
POLYETHYLENE EXTENSION
500 GALLON
POLYETHYLENE
PUMP STATION
INSTALL FLOAT SWITCHES TO
OPERATE PUMP AND MAINTAIN
LEVELS AS INDICATED
TRANSITION TO 4"
OUTSIDE OF D-BOX
1-1/2" SCH-40 PVC PIPING INSIDE WET
WELL THROUGH WALL
REDUCING TEE POINTED DOWNWARD WITH
1" BALL VALVE THROTTLED TO ALLOW
TRICKLE DRAIN BACK INTO WETWELL
UNION - LOCATE SUCH THAT UNION
CAN BE DISCONNECTED AND PUMP
REMOVED WITHOUT TANK ENTRY
BALL CHECK VALVE
GOULDS WE05H PUMP
ASPHALT PAVEMENT
dAhhLt
USE SPEED LEVELERS TO
ASSURE ALL OUTLETS ARE AT
EXACTLY THE SAME ELEVATION
4" PVC SDR-35 SOLID HEADER
TO ABSORPTION LATERALS, 118"
PER FOOT MIN SLOPE
TRAFFIC -RATED CAST IRON MANHOLE COVER
30" INSIDE DIAMETER CONCRETE RISER RING
INSTALL 2" RIGID POLYSTYRENE INSULATION
BOARD OVER DISTRIBUTION BOX
Dig P Safely.
New®York
■ Call Before You Dig
N Walt The Required Time
Confirm Utility Response
■ Respect The Marks
Dig WHh Care
800-962.7962
wwwAigsafelynewyork.com
PUMP STATION DETAIL z
NTS
SYSTEM INSTALLATION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN
ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL
HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC
PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
AFTER EXCAVATION OF THE ABSORPTION BED TO THE DEPTH REQUIRED,
THE WALLS AND FLOOR OF THE BED SHALL BE CLEANED AND RAKED IN
ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
PLACEMENT OF OPEN -BOTTOM GRAVELLESS CHAMBERS SHALL BE AS
SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE
GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION BED.
OPEN -BOTTOM GRAVELLESS CHAMBERS SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
THE CHAMBERS SHOULD BE LAID AS INDICATED, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR
OTHER UNSUITABLE CONDITIONS.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT
SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS
NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME
ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE
GRINDERS.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST
BE EXCLUDED FROM THE WASTEWATER SYSTEM.
PUMP STATION NOTES
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND
AUDIBLE ALARM. INSTALL DUPLEX, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN
ACCESSIBLE LOCATION.
INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE
(N.E.C.) REQUIREMENTS.
PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 50 GALLON
DOSE.
EFFLUENT PUMPS TO BE GOULDS PUMPS WE SERIES, MODEL WE05H SUBMERSIBLE
EFFLUENT PUMP .5 HP, 230 VOLT, 1PH OR APPROVED EQUIVALENT
VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION
AGENCY PRIOR TO START-UP OF PUMP STATION.
SYSTEM MATERIAL SPECIFICATIONS
34" WIDE OPEN -BOTTOM GRAVELLESS CHAMBER
OPEN -BOTTOM CHAMBERS TO BE INFILTRATOR H-20 HIGH CAPACITY.
ABSORPTION BED AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM
SLOPE.
FORCEMAIN
PIPING TO BE 1-112" SDR-11 HDPE, OR SCHEDULE 40 PVC PRESSURE PIPE.
PROVIDE POS171VE DRAINBACK TO PUMP aTA110N.
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT
MINIMUM SLOPE.
STABILIZATION FABRIC 4WAY GEOTEXPLE WITH POLYPROPYLENE
STABILIZATION FABRIC TO BE WOVEN HIGIALENT.
YARNS, THRACE LINQ GTF-300 OR EQUIV
SEPARATION FABRIC ' GEOTEXTILESEPARA71ON FABRIC, TC
STABILIZATION FABRIC TO BE NON -WOVE
MARAFI 140N OR EQUIVALENT.
SCUM BAFFLES B
4" INLET
PIPE,.. l
INLET /
BAFFLE
RECIRCULATION PIPE -
FLOW OPENING (TYP. J'
20" AC
N
��� per! � • I •
>'�t•lo
LFLOW BAFFLE O-I �3/4" AIR INTAKE
(CLEANING OPENING)
SECTION A -A VIEW
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ACCESS COVER
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INDER (OP
SECTION B-B VIEW
FUJICLEAN CE-5 ETU DETAILS
NTS
ACCESS COVER
W OPENING
�RD TYPE
ITACT MEDIA
'IRCULATION
LIFT PUMP
'OBIC MEDIA
'ATION ASSEMBLY
ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
Hutchins
Engineering
PLLC
169 Haviland Road
Queensbury, NY 12804
(518) 745.0307 Phone
(518) 745.0300 Fax
C. THOMAS HUTCHINS, P.E.
THOMAS R. CENTER, JR. P.E.
LUCAS W. DOB►E, P.E.
TAX MAP # 289.17-1-36
WASTEWATER
SYSTEM
PLAN
prepared for:
Steve Joiner
99 Birdsall Road
Town of Queensbury
County of Warren
State of New York
Drawn: HKB Checked: TRC
Scale: 1"- 15' Date: 0/3/2024
23504142