2.4 2.4
SETPH.VAR\Hoffman-Holding Tank Replacement Setbacks Request for Time Extension—In APA-11-6-2023
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF WENDY HOFFMAN
RESOLUTION NO.: ,2023
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is
authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal
Ordinance, and
WHEREAS, Wendy Hoffinan (Applicant) has applied to the Local Board of Health for a
variance from Chapter 136, §136-11 which requires applicants to obtain a variance for a holding tank
system, as the Applicant wishes to replace the existing deficient onsite wastewater system by installing
a holding tank system consisting of two (2) holding tanks each with a 1,500 gallon capacity, thus
meeting the required total capacity of 3,000 gallons, with placement of the holding tank system to be
located 8' from the north property line in lieu of the required 10' setback on property located at 146
Lake Parkway in the Town of Queensbury, and
WHEREAS, Town Code Chapter 137 requires inspection of Onsite Wastewater
Treatment Systems (OWTS) prior to the sale of certain real property and provides that a $2,000
escrow deposit will be forfeited to the Town in the event that completion of a wastewater
treatment system meeting all standards is not completed within the time provided, and
WHEREAS, a change of deed for the Applicant's property occurred and when the
required property transfer septic inspection took place, it was found that the existing wastewater
system was deficient; however, the proposed new system is not able to be completed within the
required six (6) month time period due to the time of year and timing of permitting, and
WHEREAS, the Applicant has therefore applied for a timeline extension or until May 01,
2024 to install the system and to extend the date on which the $2,000 escrow deposit she
previously deposited with the Town shall be automatically forfeited and the Town's Director of
Building and Codes Enforcement has recommended Town Board approval of this requested
extension, and
WHEREAS, the Local Board of Health will consider this extension request at the time of the
public hearing on the requested variances from Chapter 136,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing
on Monday, November 20t", 2023 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Wendy Hoffinan's sewage disposal variance application concerning property
located at 146 Lake Parkway in the Town of Queensbury and bearing Tax Map No.: 226.15-1-8 and at
that time all interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice
to neighbors located within 500 feet of the property as required by law.
Duly adopted this 6t'day of November, 2023,by the following vote:
AYES
NOES
ABSENT:
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering PLLC PFax: (518)745 03087
October 23, 2023
Town of Queensbury Town Board
Board of Health P r
742 Bay Road Oti.
Queensbury NY 12804 ��' 1 sr
Queensbury \-,
Re: Wendy Hoffman 1' Q _ d/7;:
146 Lake Parkway - - co g ��4903
Tax Map ID: 226.15 1 8 e-� f6�,j,,��QOJ))
s ott/c t
8 ..
Dear Supervisor Strough & Town Board Councilmen: e
This office represents Ms. Wendy Hoffman with respect to the pursuit of wastewater variances
for a holding tank system installation at her property located at 146 Lake Parkway. Presently
the home is served by a unknown sized seepage pit which is far from adequate and they desire
to bring the parcel up to the town's current on-site wastewater system standards. Given the
terrain and site constraints, it is not feasible to install an absorption field system, therefore we
are pursuing the holding tank system. A change of Deed for the property occurred the beginning
of 2023. The required septic inspection found the existing wastewater system to be deficient.
Presently the house is served by a seepage pit, which is far from adequate and the applicants
desire to install (2) 1500-gallon tanks to support the existing 2-bedroom residence.
Relief is requested for the installation of the holding tank system which is detailed in the
application. Also, 2 ft of relief is requested from the north side property line setback 'which
requires 10 ft but we have proposed an 8 ft property line setback for the installation of the
holding tanks.
We are also requesting a 6-month extension from the property transfer law requirements for the
installation of the holding tank system.
Enclosed please find ten submission packages for this project. We respectfully request, if
possible, that this item be placed upon the agenda of the next town board meeting. Please
contact me if you have any questions or if you require additional information.
Best Regards,
Thomas R. Center Jr., P.E.
Associate - Design Engineer
Cc: Wendy Hoffman
OWN SEPTIC VARIANCE Office Use Only
) Permit#:
APPLICATION Permit Fee:$
Town of Cjcensbury
Invoice#:
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.queensburv.net Approvals:
Submittal: 1 (one) original &8 copies of the completed application package
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
Section 1:
Contact Information:
Property Owner(s): WENDY HOFFMAN Owner's Agent: HUTCHINS ENGINEERING,PLLC
Address: 266 VAN RENSSELAER BLVD Address: 169 HAVILAND ROAD
ALBANY,NY 12204 QUEENSBURY,NY 12804
Phone#: 518-466-0238 Phone#: 518-796-2515
Email: Email: TCENTER36@YAHOO.COM
Section 2:
Site Information:
Site Address: 146 LAKE PARKWAY Tax ID#: 226.15-1-8
Directions to Site: RT 9L TO ASSEMBLY PT RD TO BAY PARKWAY TO LAKE PARKWAY
Section 3:
Distance from well on property to septic system (if applicable) NA 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:
Section 6:
Is the proposed system to be installed under a parking area? ❑ 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.): 136-11 HOLDING TANKS & 136-11 B.5 - 2 FT OF RELIEF FROM 10' SIDE
Septic Variance Application Revised December 2021
Section 8:
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this
information from the Town of Queensbury's Assessor's Office:
North Name PAUL & ARLENE LOTTERS
Address 140 LAKE PARKWAY
Tax Map ID 226.15-1-9
South Name SEAN & KAREN FLANAGAN
Address 150 LAKE PARKWAY
Tax Map ID 226.15-1-7
East Name OTYOKWA, INC
Address LAKE PKRWY/45 GREAT HILL RD, RIDGEFIELD,CT 06877
Tax Map ID 226.15-1-38
West Name NA
Address
Tax Map ID
Section 9:
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
NA . I/We realize that putting the well, septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Owner—Print Name:
Owner—Signature: Date:
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:
NA . I/We realize that putting the well, septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Neighbor/Tenant—Print Name:
Neighbor/Tenant-Signature: Date:
Septic Variance Application Revised December 2021
ii
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. A location map showing the site within the Town of Queensbury
2. A plot plan showing existing and proposed features of the property, including:
a. Lot dimensions
b. North arrow and scale: 1 inch=40 feet
c. Location & dimensions of existing and proposed buildings, showing setback distances and
uses
d. Parking layout to scale (if applicable)
e. Physical features (street, steep slopes, lakes, wetlands, etc.)
f. Location of all wells and septic systems on neighboring properties
g. Adjacent ownerships
h. All properties within 500 feet
A sample plot plan and location are shown below:
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Septic Variance Application Revised December 2021
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: WENDY HOFFMAN
Designates: HUTCHINS ENGR as agent regarding the Septic Variance for
Site Address: 146 LAKE PARKWAY
Tax Map#: 226.15=1-8
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.
Authorization 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 Disclosure: 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:
OWNER—SIGNATURE: DATE:
AGENT—PRINT NAME: TOM CENTER, PE HUTCHINS ENGINEERING
AGENT—SIGNATURE: n/1 �/ / t� DATE: 10/23/23
Septic Variance Application Revised December 2021
Lake
George
3. 7'±
To Mean High Water
CAST IRON MANHOLE COVER
W/WATERTIGHT INSERT,
QTY. 2 PER TANK
PRECAST CONCRETE RISER,
MORTARED TO TANK COVER
MIN._ SLOPE
114" PER FOOT
TOP TO BASE SEAM TO BE
BUTYL SEALED AND 12" WIDE
EXTERIOR BUTYL WRAP TO BE
PLACED AROUND THE PERIMETER
OF SEAM PRIOR TO BACKFILL
EXTERIOR OF TANKS TO BE
COATED WITH ASPHALT
EMERSION COATING
4" PVC INLET
TEE -BAFFLE &
TAILPIECE
NOTE: NO WELLS
ARE VISIBLE
WITHIN 50' OF
PROP. HOLDING TANKS
Lands of
Sean P. & Karen L. Flanagan
D:3880 P:52
226.15-1-7
1 A1d CTFI AZd TF12 CYCTFM DI d N
SCALE. 1 "=20'
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES.
GRAPHIC SCALE
10 0 5 10 20 40
IN FEET )
FINISHED LAWN
AREA
12- MIN.
INLET COVER
MAXIMUM LIQUID LEVEL
MAINTAIN 2" MINIMUM DROP
16" IN INVERTS BETWEEN
INLET & OUTLET PIPES
12" OF 314-1-112"
CRUSHED STONE
HOLDING TANK SIZING
1500 GALLON STANDARD DUTY
PRECAST CONCRETE HOLDING TANK
1-PIECE TANK W/TOP & W/ANTI-FLOAT
BASE EXTENSIONS BY MANUFACTURER
1
2-BEDROOM RESIDENCE
WATER SAVING FIXTURES - INSTALL NEW FIXTURES AS NEEDED
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 220 GPD
NYSDOH MINIMUM SIZING - 5-DAYS DESIGN FLOW - 1100 GALS
TOWN OF QUEENSBURY REQUIRED HOLDING TANKS CAPACITY - 3000 GALS
- INSTALL (2) 1500 GAL PRECAST CONCRETE HOLDING TANKS IN -SERIES
TO PROVIDE ADDITIONAL TIME BETWEEN PUMP OUTS
3000 GALLONS OF STORAGE TO BE PROVIDED
-POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY
CAST IRON MANHOLE COVER
W/WATERTIGHT INSERT,
QTY. 2 PER TANK
PRECAST CONCRETE RISER,
MORTARED TO TANK COVER
OUTLET
HOLDING TANKS DETAIL
SCALE. NTS
-SOLENOID VALVE OR EQUIVALENT ELECTRICAL INTERLOCK TO BE
INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER SUPPLY TO
HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ON PANEL
MIN. SLOPE
118" PER FOOT
CONIVECTOR PIPE
HOLDING TANK ALARM NOTES
OUTLET
ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO,
MODEL TAEZ-01HDUO, ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE
FOLLOWING MONITORING AND CONTROL FUNCTIONS.
WHEN LEVEL OF TANK REACHES 85% CAPACITY, YELLOW WARNING
LIGHT INDICATING "TANK HIGH LEVEL" WILL BE ACTIVATED AND
AUDIBLE ALARM WILL SOUND.
WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM WILL
SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF
LEVEL".
SOLENOID VALVE OR EQUIVALENT ELECTRICAL INTERLOCK SHALL BE
INSTALLED TO DISABLE WATER SUPPLY TO BUILDING UPON REACHING
"TANK SHUTOFF LEVEL".
SYSTEM WILL RESET AFTER HOLDING TANK IS PUMPED DOWN TO
BELOW THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM.
AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION
AGENCY IS REQUIRED AFTER INSTALLATION. ELECTRICAL INSPECTION
SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL.
FINISHED LAWN
AREA
Bench Mark
Nail In Pole NM 9
Elevation = 337.00
EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
INSTALL CONTROL PANEL IN HOUSE
12" MIN.
COVER
MAXIMUM LIQUID LEVEL
INSTALL FLOAT SWITCHES TO O
OPERATE ALARM PANEL
AT INDICATED LEVELS. O
INSTALL FLOAT SWITCHES WHERE
ACCESSIBLE THRU RISER TO GRADE.
VARIANCE REQUEST SUMMARY
THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY
SEWERS AND SEWAGE DISPOSAL ORDINANCE, CHAPTER 136:
SECTION 136-11 - HOLDING TANKS
PART A. - "HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED
FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH... "
- INSTALL (2) 1500-GAL HOLDING TANKS IN -SERIES
SECTION 136-11 B. (2) - HOLDING TANK SIZING
3-BEDROOMS - HOLDING TANK CAPACITY REQUIRED = 3000 GAL
- INSTALL (2) 1500-GAL HOLDING TANKS IN -SERIES,
3000 GALS TOTAL TO BE PROVIDED
SECTION 136-11 B.5
INSTALL HOLDING TANKS 8 FT FROM NORTH PROPERTY LINE
WHERE 10 FT IS REQUIRED. 2 FT OF RELIEF IS REQUESTED.
SITE SOILS DATA
TC(`T nTT
TP-1 - 0711912023 BY TOM CENTER, P.E.
0-9"
- TOPSOIL
9-13"
- LOAMY FINE SILTY SAND
13-17"
- TOPSOIL
17-29"
- LOAMY FINE SILTY SAND
29-50"
- MEDIUM FINE SILTY SAND
MOTTLING @ 20"
GROUNDWATER ® 40"
95Z CAPACITY
(2850 GAL)
WARNING ALARM /
WATER SHUT DOWN
1500 GALLON STANDARD DUTY 8(CAPACITY
2 550 GAL)
PRECAST CONCRETE HOLDING TANK TANK HIGH LEVEL
1-PIECE TANK WI TOP & W/ANTI -FLOAT YELLOW LIGHT ON
BASE EXTENSIONS BY MANUFACTURER & WARNING ALARM
i
i
SYSTEM MATERIAL SPECIFICATIONS
BACKFILL MATERIAL
BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO
PARTICLES GREATER THAN 2"
HOLDING TANK CONNECTOR PIPE
PIPING TO BE 4" SCH-40 PVC. INSTALL LEVEL BETWEEN OUTLET
PORTS OF TANKS.
BUILDING SEWER PIPE
PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 114" PER FOOT MINIMUM
SLOPE.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED,
MULCH, AND ESTABLISH TURF.
HOLDING TANK NOTES
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF
THE NEW YORK STATE DEPARTMENT OF HEALTH AND
SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY
PALETTE STONE CORP.
ALL STRUCTURES SHALL BE PLACED ON FIRM, CRUSHED
STONE BASE.
HOLDING TANKS TO BE OF STANDARD PRECAST CONCRETE
TANKS BY PALLETTE STONE CORP OR APPROVED
EQUIVALENT.
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT.
TANKS SHALL BE OF ONE PIECE CONSTRUCTION SUCH
THAT JOINTS ARE NOT LOCATED BELOW THE LIQUID LEVEL.
EXTERIOR (TOP. BOTTOM. ALL SIDES) OF TANKS TO BE
COATED WITH ASPHALT EMERSION COATING. BAY OIL
COMPANY AQUA SAFE OR EQUIVALENT.
TOP TO BASE SEAM TO BE BUTYL SEALED AND 12" WIDE
EXTERIOR BUTYL WRAP TO BE PLACED AROUND THE
PERIMETER OF SEAM PRIOR TO BACKFILL.
MAP REFERENCE:
BASE MAP INFORMATION FROM A MAP OF A
SURVEY MADE FOR WENDY HOFFMAN BY VAN
DUSEN & STEVES LAND SURVEYORS., WARREN
COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD
MEASUREMENTS. CONTRACTOR TO FIELD VERIFY ALL
SETBACKS PRIOR TO BEGINNING INSTALLATION.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM, LAKE,
WATERCOURSE,
WETLAND
WELL
SEPTIC TANK
10'
10'
50'
50'
ABSORPTION FIELD
10'
20'
100'
1 100'
SITE
Dig P Safely.
Newyork
Call Before You Dig
Wait The Required Time
Confirm Utility Response
E3 Respect The Marks
Dig With Care
800-962.7962
www.digsafelynewyork.com
LUC,A I lU1V MAP
Neighborhood Map
TAX MAP # 226.15-1-8