1.3 1.3
WASTEWATER-SEWER\APPROVE\9 Chestnut Road Fallacam—Replacement ETU Tank Pump Station to Lanes Well-6-3-2024
RESOLUTION APPROVING 9 CHESTNUT ROAD GLEN LAKE LLC'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12024
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, James Fallacaro, on behalf of 9 Chestnut Road Glen Lake, LLC, (Applicant)
filed an application for variances from provisions of the Town of Queensbury On-Site Sewage
Disposal Ordinance, Chapter 136 to install a replacement wastewater system with certain of the
components to be installed as follows:
1. Absorption bed to be located 79' from the neighbor's well in lieu of the required
100' setback;
2. Enhanced Treatment Unit(ETU)to be located 3' from the property line in lieu of the
required 10' setback;
3. ETU to be located 6' from the residence in lieu of the required 10' setback;
4. South Pump Station to be located 3' from the property line in lieu of the required 10'
setback;
5. South Pump Station to be located 8' from the house in lieu of the required 10'
setback;
6. North Pump Station to be located 6' from the property line in lieu of the required 10'
setback;
7. North Pump Station to be located 3' from the house in lieu of the required 10'
setback;
8. Effluent Sewer and Force Main to be located 2' from the property line in lieu of the
required 10' setback;
9. 13' x 24' traffic-rated absorption bed to be located beneath the parking area;
on property located at 9 Chestnut 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 requests on Monday, June Yd, 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 James
Fallacaro, on behalf of 9 Chestnut Road Glen Lake, LLC, for variances from the Sewage Disposal
Ordinance to install a replacement wastewater system with certain of the components to be installed
as follows:
1. Absorption bed to be located 79' from the neighbor's well in lieu of the required
100' setback;
2. Enhanced Treatment Unit(ETU)to be located 3' from the property line in lieu of the
required 10' setback;
3. ETU to be located 6' from the residence in lieu of the required 10' setback;
4. South Pump Station to be located 3' from the property line in lieu of the required 10'
setback;
5. South Pump Station to be located 8' from the house in lieu of the required 10'
setback;
6. North Pump Station to be located 6' from the property line in lieu of the required 10'
setback;
7. North Pump Station to be located 3' from the house in lieu of the required 10'
setback;
8. Effluent Sewer and Force Main to be located 2' from the property line in lieu of the
required 10' setback;
9. 13' x 24' traffic-rated absorption bed to be located beneath the parking area;
on property located at 9 Chestnut Road in the Town of Queensbury and bearing Tax Map No:
289.13-1-9, 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 Yd day of June, 2024,by the following vote:
AYES
NOES
ABSENT:
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering PLLC Phone: (518)745-0307
Fax: (518)745-0308
May 15, 2024
Town of Queensbury Local Board of Health
742 Bay Road
Queensbury, NY 12804
Reference: Septic Variance Application
Fallacaro Residence—9 Chestnut Road
Parcel ID# 289.13-1-9
Our office represents owners 9 Chestnut Road Glen Lake LLC in developing a replacement
wastewater system for their residence at 9 Chestnut Road.
It is proposed to install a Fujiclean CE-5 Enhanced Treatment Unit (ETU), a 1,000-gallon and a
13' x 24' absorption bed with three (3) laterals of three (3) infiltrator H-20 chambers to be
installed under the driveway.
Requested variances are described as follows:
1. Absorption Bed to Neighbor's Well — 100' required, 79' proposed
2. ETU from Property Line— 10' required, 3' proposed
3. ETU to Residence— 10' required, 6' proposed
4. South Pump Station to Property Line— 10' required, 3' proposed
5. South Pump Station to House— 10' required, 8' proposed
6. North Pump Station to Property Line — 10' required, 6' proposed
7. North Pump Station to House— 10' required, 3' proposed
8. Effluent Sewer and Force Main to Property Line— 10' required, 2' proposed
9. Install traffic-rated absorption bed beneath parking area
We respectfully request the Fallacaro project be placed on the next available agenda for review.
Please feel free to contact our office if additional information is required.
Regards,
G. Thomas Hutchins, P.E.
Cc. Mike Fallacaro
G.Thomas Hutchins, P.E.
Section 11:
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure,authorization for site
visits, other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name:
James Fallacaro for 9 Chestnut Rd Glen Lake LLC
Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for
Site Address: 9 Chestnut Road
Tax Map#: 289.13-1-9
Engineering-Fee Disclosure:Applications may be referred to the Town consulting engineer for review of septic
design, storm drainage,etc. as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authoriiation.for Site Visits:'.By signing this page and submitting the application materials attached herein,the
Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
_ Official Meeting Minutes DiscIosure:-It is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application, and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer,the handwritten
minutes shall be deemed the official record.
I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER—PRINT NAME: James Fallacaro
OWNER—SIGNATURE `.� DATE: /A
- :ZI. 23
AGENT—PRINT NAME:.G. ormas Hutchins, P.E.
AGENT—SIGNATURE: _ _ DATE zqz._ _
Septic Variance Application Revised December 2021
SEPTIC VARIANCE Office Use Only
Permit#:
APPLICATION Permit Fee:$
Town of Qconsbury
Invoice#:
742 Bay Road,Queensbury,NY'12804
P:518-761-8256 www.aueensbury.net Approvals:
Submittal: 1 (one) original & 8 copies of the completed applicatio n tpacka .*
5`LpLN,sl
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL a'l 6, co
Section 1: \ fr
Q�Fz`�5 �
,1
Contact Information: 1 Mid 0'4
Property Owner(s): 9 Chestnut Rd Glen Lake LLC Owner's Agent: Hutchins Engineering PLLC
Address: 16 Mohican Terrace Address: 169 Haviland Road
Hudson Falls, NY 12839 Queensbury, NY 12804
Phone#: (386) 857-7444 Phone#: 518-745-0307
Email: Email: thutchins@hutchinsengineering.com
Section 2:
Site Information:
Site Address: 9 Chestnut Road Tax ID#: 289.13-1-9
Directions to Site: turn right onto Glen Lake Rd from US-9 N; in 1.2 miles turn right onto Chestnut Rd; house on left 184 ft.
Section 3:
Distance from well on property to septic system(if applicable) > 100 feet
Section 4:
Is it possible to install a conforming septic system on this property? ❑Yes • No
If YES, please explain and attach a diagram:
Section 5:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? ['Yes ❑■ No If NO, please explain: requesting 21'of relief from neighbor's well
Section 6:
Is the proposed system to be installed under a parking area? 0 Yes ❑ No
Section 7:
Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft.
from well in lieu of required 100 ft.): see cover letter and plans for details
Septic Variance Application Revised December 2021
wig
Section 8:
List the names, parcel addresses, and tax map numbers of all adjoiningproperty rt owners. You mayobtain this
P P Y
information from the Town of Queensbury's Assessor's Office:
North Name James Whitaker. . _ - _
Address 7 Chestnut Road __ _ _
Tax Map ID 289.13-1-8 .
South Name Phillip Battiste
NN..
Address . 11 Chestnut Road
289.13-1-10
Tax Map ID
' East Name Glen Lake.
Address
Tax Map ID _ ______
West Name Andrew_Dougrey.___ Peter Dineen
Address Glen Lake Road 22_Chestnut Road _-
Tax Map ID 289.13-1-41 I,`�. 289.13-1-39
t
Section 9: `\ ,t
OWNERSTATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:.
9 Chestnut Rd. . I/We realize that putting the well, septic tank or leaching system less than the required 100 feet
from the neighbor's well may increase the risk of pollution:
Owner—Print Name: Jil wAE3 \_.' t la roe r a
Owner—Signature: Date: . `-'2/` 2 3
Section 10:
NEIGHBOR OR TENANT RELEASE:STATEMENT(if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
9 Chestnut Rd. . I/We realize that putting the well, septic tank or leaching system less than the required 100 feet
from the well . may increase the risk of pollution.
Neighbor/Tenant—Print Name:' GiAA ski j
Neighbor/Tenant-Signature: .. e Date Z.p e'2Y
Septic Variance Application Revised December 2021
_ / /
� APPgpxIMATE
IR sroN�— — -. �►� \ EPCATION OF
S
TIC SYSTEM
Wq«
- - �r °54�45 fl .
-`� _ '� WASTEWATER SY
WASTEWATER SYSTEM DESIGN
2-BEDROOM RESIDENCE
DESIGN FLOW - 110 GPD/ROOM
SYSTEM DESIGN FLOW - 220 GPD
PRETREATMENT TANK — FUJCLEAN MODEL CE-5
NSF 40 ENHANCED TREATMENT UNIT
LEACH FIELD — SUB PARKING AREA ABSORPTION BED
W/34" WIDE TRAFFIC RATED OPEN —BOTTOM CHAMBERS
DESIGN PERCOLATION RATE = 1-5 MIN/1N
APPLICATION RATE = 0.95 GPD/SF
ABSORPTION AREA REQUIRED = 220 GPD/0.95 GPD/SF
= 232 SF
INS 13'x24I ABSORPTION BED = 312 SF
W/(3) LATERALS OF (3) INFlL TRA TOR H-20 CHAMBERS
POTABLE WATER SUPPLY IS TO BE ON -SITE WELL
SCALE: 1"=10'
CONTRACTOR To RELD VERIFY LOCATIONS AND DISTANCES.
VARIANCE REOUEST SUMMARY
THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY SANITARY
ORDINANCE:
1) INSTALL ABSORPTION BED 79' FROM NEIGHBORS WELL IN LIEU OF 100'.
2) INSTALL ENHANCED TREATMENT UNIT 3' FROM PROPERTY LINE IN LIEU OF 10'.
3) INSTALL ENHANCED TREATMENT UNIT 6' FROM HOUSE IN LIEU OF 10'.
4) INSTALL SOUTH PUMP STAT1ON 3' FROM PROPERTY LINE IN LIEU OF 10'
5) INSTALL SOUTH PUMP STATION 8' FROM HOUSE IN LIEU OF 10'
6) INSTALL NORTH PUMF' STATION 6' FROM PROPERTY LINE IN LIEU OF 10'.
STATION 3' FROM HOUSE IN LIEU OF 10'.
7) INSTALL NORTH PUMF-WER AND FORCE MAIN 2' FROM PROPERTY LINE IN LIEU OF 10'.
8) INSTALL EFFLUENT SEED ABSORPTION FIELD UNDER PARKING AREA.
9) INSTALL TRAFFIC RA
SITE SOILS DATA
TP-1 - 1112212023 BY TOM HUTCHINS, P.E.
0-5" - CRUSHED STONE DRIVE
5-14" - DARK BROWN GRAVELY SAND, FEW
COBBLES AND BOULDERS
14-32" - RED BROWN MEDIUM AND COURSE SAND
SOME COBBLES AND BOULDERS
32-82" - LIGHT BROWN UNIFORM MEDIUM AND
COURSE SAND
NO GROUNDWATER EVIDENCE
PERCOLATION TEST
PT-1 — 11/22/2023 BY TOM HUTCHINS, F.E.
STABILIZED PERCOLATION RATE. 3.30 PEh INCH
DESIGN PERCOLATION TO 1-5 MIN/INCH
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM, LAKE,
WATERCOURSE;
WETiAND
WELL.
SEPTIC TANK
10'
10'
50'
50'
ABSORPTION nELD
10'
20'
1 100'
100'
TAX MAP # 289.13-1-9
MAP REFERENCE:
Dig Safely,
New/.York
■ Call Before You Dig
BASE MAP INFORMATION FROM
1. "MAP OF SURVEY OF 9 CHESTNUT ROAD, GLEN LAKE,
LLC. " IN THE TOWN OF QUEENSBURY, WARREN COUNTY,
NEW YORK. DATED JUNE 16, 2022. PREPARED BY W.J.
ROURKE ASSOCIATES, LICENSED LAND SURVEYORS.
2. SOUTHERN NEIGHBORS INFORMATION FROM "MAP OF A
■ Walt The Required Time
■ Confirm utility Response
■ Respect The Marks
■ Dig Wfth Can
800•962.7962
ww Agaafelynewyork.-
0
ISSUED FOR SEPTIC VARIANCE
511412024
No.
Revisions
D a t e
SURVEY MADE FOR ROBERT J. & BONNIE M. NAPOLI" IN
THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW
DATED NOVEMBER 22, 2005. PREPARED 8Y VAN DUSENEN
WASTEWATER SYSTEM PLAN & DETAILS
SIEVES LAND SURVEYORS.
2.1. "MAP OF A SURVEY MADE FOR THOMAS J. BABCOCK
MARYBETH T. BABCOCK" IN THE TOWN OF
prepared for
9 Chestnut Road Glen Lake LLC- Fallacaro Family
QUEENSBURY, WARREN COUNTY, NEW YORK, DATED
MAY 20, 2010. PREPARED BY VAN DUSEN & STEVES
LAND SURVEYORS.
D S e�
&
Steves
Land Surveyors
i89 Havilaad Road Queensbury, New York 12804
(518) 792-8474 New York Lie. No. 50135
ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
woLATION of NYS EDUCATION LAW.
9 Chestnut Road
Town of Queensbury, County of Warren, State of New York
Drawn: JRSIAVA
Checked. GTH
Scale: NOTED
Date: 0612312023
169 Haviland Road
Queensbury, NY 12804
(518) 745-0307 Phone
Hutchins Engineering PLLC (518) 745-0308 Fox
292002-01-S1
7
18" MINIMUM D.O. T. GRAVEL
STARIII7ATION GFOGRID 6" AROVE SYSTEM STONE.
12" MIN. GRAVEL
ABSORPTION BED AGGREGATE
IAICTAI 1 0/11 VCTLJVI LAIC C'VTCAICIMI
IIYLL I 1 11 L I V L/'l VI I VI 1/IIIIV LI\
FROM DISTRIBUTION BOX
ABSORPTION FIELD SECTION
NTS
FUJICLEAN USA MODEL CE-5
ENHANCED TREATMENT UNIT
EXCAVATION, PREPARATION, AND
BACKFILL TO BE COMPLETED IN
ACCORDANCE WITH MANUFACTURER'S
INSTALLATION MANUAL.
FUJICLEAN ETU STATION DETAIL
NTS
IIYI II�II \!TINT\ „ GV
CHAMBER PER PLAN
FILTER FABRIC
MIRAFI 140N
OR EQUAL
IMBER
HT
34" CHAMBER WIDTH �'
INFILTRATOR° H-20
CHAMBER SECTION
NTS
INSTALL POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
(NON -TRAFFIC AREAS)
U
LAG/ALARM 3" ABOVE
'PUMP ON'
LEAD PUMP ON
a
PUMP OFF
16" MIN.
VOLUME OF DOSE TO
BE 50f GALLONS
a
a
a
PRECAST
CONCRETE PUMP STATION
INSTALL FLOAT SWITCHES TO
OPERATE PUMP AND MAINTAIN
LEVELS AS INDICATED
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.
TRANSITION TO
ABSORPTION FIELD
PRESSURE PIPING
1-112" HDPE
SDR-11 FORCEMAIN
PUMP STATION NOTES
BALL VALVE SEAL ALL TANK OPENINGS WATERTIGHT.
75" EFFECTIVE LENGTH
INFILTRATOR H-20 CHAMBER PROFILE
NTS
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL
W17H VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE
CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
a
INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN
HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUC71ONS AND
1-1/2" SCH-40 PVC INSIDE NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS.
WET WELL THROUGH WALL
PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A
UNION - LOCATE SUCH THAT UNION 50 GALLON DOSE.
CAN BE DISCONNECTED AND PUMP EFFLUENT PUMPS TO BE GOULDS PUMPS WE SERIES, MODEL WE05H
REMOVED WITHOUT TANK ENTRY SUBMERSIBLE EFFLUENT PUMP .5 HP, 230 VOLT, 1PH
REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE THROTTLED TO ALLOW TRICKLE VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
DRAIN BACK INTO WETWELL ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL
BALL CHECK VALVE INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION.
GOULDS WE05H EFFLUENT
PUMPS (SIMPLEX)
#2 GRINDER PUMP STATION
SCALE: NTS
1/4" PER FOOT
MIN. SLOPE
4" HOUSE SEWER
24" X 24" POLYETHYLENE
PUMP STATION ENCLOSURE
WITH SIDE INLET AND
DISCHARGE
LIBERTY PUMP
PROVORE380-SD OR SIMILAR
_---POLYETHYLENE EXTENSION TO GRADE
WITH TAMPER RESISTANT ACCESS
COVER (NON -TRAFFIC AREAS)
GRADE 2" HDPE
SDR-11 FORCEMAIN
2" SCH-40 PVC PIPING
INSIDE WET WELL THROUGH WALL
BALL VALVE
UNION - LOCATE SUCH THAT
UNION CAN BE DISCONNECTED AND
PUMP REMOVED WITHOUT TANK
ENTRY
GRINDER PUMP
#1 GRINDER PUMP STATION
SCALE: NTS
TAX MAP # 289.13-1-9
Dig ® Safely.
New/,York
■ Call Before You Dig
■ Wait The Required Time
■ Confirm Utility Response
■ Respect The Marks
® Dig With Care
800■962.7962 0 ISSUED FOR SEPTIC VARIANCE 511412024
www.dlgaafe"wyork.com
No. Revisions Date
WASTEWATER SYSTEM DETAILS
prepared for:
9 Chestnut Road Glen Lake LLC- Fallacaro Family
9 Chestnut Road
Town of Queensbury, County of Warren, State of New York
ALTERATION OF THIS DOCUMENT D(CEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC
I I Scale: NOT!
169 Haviland Road
Queensbury, NY 12804
(518) 745-0307 Phone
(518) 745-0308 Fax
Date: 06/23/2023
292002-01-S2