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WASTEWATER-SEWERIAPPROVE Gottlieb—Replacement-Components Absorption Field Sewer Lane Tank with ETU to Lanes Lake George House—APA-4-4-2022
RESOLUTION APPROVING JASON A. GOTTLIEB'S APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, Jason Gottlieb (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 treatment system with its components proposed to be located as follows:
1. Absorption bed to be 80' from Lake George in lieu of the required 100' setback;
2. Absorption bed to be 1' from the southerly property line in lieu of the required 10'
setback;
3. Absorption bed to be 1' from the easterly property line in lieu of the required 10'
setback;
4. Absorption bed to be 3' from the foundation in lieu of the required 20' setback;
5. Sewer line to be 7' from the easterly property line in lieu of the required 10' setback;
6. Tank to be 1' from the easterly property line in lieu of the required 10' setback;
7. Tank to be 2' from the foundation in lieu of the required 10' setback; and
8. Tank to be 4' from the northerly property line in lieu of the required 10' setback; and
9. Sewer line to be 2' from the foundation in lieu of the required 10' setback;
on property located at 389 Cleverdale 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, April 4t', 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
Applicant; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Jason A.
Gottlieb for variances from the Sewage Disposal Ordinance to install a replacement wastewater
treatment system with its components to be located as follows:
1. Absorption bed to be 80' from Lake George in lieu of the required 100' setback;
2. Absorption bed to be 1' from the southerly property line in lieu of the required 10'
setback;
3. Absorption bed to be 1' from the easterly property line in lieu of the required 10'
setback;
4. Absorption bed to be 3' from the foundation in lieu of the required 20' setback;
5. Sewer line to be 7' from the easterly property line in lieu of the required 10' setback;
6. Tank to be 1' from the easterly property line in lieu of the required 10' setback;
7. Tank to be 2' from the foundation in lieu of the required 10' setback; and
8. Tank to be 4' from the northerly property line in lieu of the required 10' setback; and
9. Sewer line to be 2' from the foundation in lieu of the required 10' setback;
on property located at 389 Cleverdale Road in the Town of Queensbury and bearing Tax Map No:
226.8-1-2, 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, 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 review by the Adirondack Park Agency during
such period.
Duly adopted this 4t'day of April, 2022,by the following vote:
AYES
NOES
ABSENT:
Office Use Only � 7�eq
SEPTIC.VARIANCE - ,
Permit#:
APPLICATION Permit Fee:
Invoice#:
742 Bay Road,Queensbury,NY 12804
P:518-761w8256 www.aueensbury.net Approvals:
C
Submittal.S (one) originaf&8 cppiesof`tfie.completed application_package
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
Section 1:
Contact Informatiorc
Property Owner(s): Jason A.Gottlieb, Owner's Agent: Environmental Design Partnership LLP
Address: 107 Highland Ave Chatham NJ 07928 Address: 900 Route 146 Clifton Park NY 12026
Phone#: 973-865-2270 Phone#: 518-371-7621
Email: jgottliebhomeQa gmazl.com Email; dmacelroyQu edpllp.com,cdemyer@edpllp.com
Section 2•
Site Information:
Site Address: 389 Cleverdale Road- Tax ID#: 226.8-1-2
Directions to Site:, Rt.9L to Cleverdale Road to very north end of Cleverdale point...4389 on left.-
Section 3•
Distance from well on property to septic system(if applicable) N/A feet
Section 4•
Is it ossibie to install a conformin se tics stem,on this property? Yes X ,No:
P. g p, Y p. p rtY� ❑ . ❑
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? ❑X Yes ❑ No If NO,please explain:
Section 6•
Is the proposed system to be installed under a parking area? n Yes r] No
SECTION:7
Section of the Sanitary Sewage Ordinance from which you are seeking the variance
V-1:ABSORPTION BED TO LAKE GEORGE-8V REQUESTED VS THE IOV REQUIRED-
V:2.ABSORPTION BED TO PROPERTY LINE(S)-I'REQUESTED VS.THE 10'REQUIRED
V-3:ABSORPTI0N BED TO PROPERTY LINE(E)-1'REQUESTED VS.THE IV REQUIRED
V-4:ABSORPTION BED TO FOUNDATION-Y REQUESTED VS.THE 2V REQUIRED
V-5:SEWER LINE TO PROPERTY LINE(E)-T REQUESTED VS.THE IV REQUIRED
V-6:TANK TO PROPERTY LINE(E)-V REQUESTED VS.THE 19 REQUIRED,
V-7:TANK TO FOUNDATION-T REQUESTED VS.THE 4U REQUIRED
V-8:TANK TO PROPERTY LINE(I)-4'REQUESTED VS.THE 19 REQUIRED
V-9:SEWER LINE TO FOUNDATION-T REQUESTED VS.THE IV REQUIRED
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VARIANCE REOUESr,
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THE PROPOSED WASTEWATER SYSTEM FOR THE GOT RESIDENCE lS A NONCONFORMING SY5TEM
WITH WITH RELIEF REQUIRED TO PROPERTY LINES,RELIEF
RELIEF REQUIRED FROM THE LAKE,RELIEF SCALE: y
REQUIRED FROM BUILDING FOUNDATION ill_201 U
V-1: ABSORPTION BED TO LAKE GEORGE—50'REQUESTED VS THE 100'REOU/RED /
V-2: ABSORPTION BED TO PROPERTY LINE(S)—I-REQUESTED VS. THE 10'REQUIRED SHEET TITLE: Y
V-3. ABSORPTION BED TO PROPERTY LINE(£)—1'REQUESTED VS. THE 10'REQUIRED
V-4: ABSORPTION BED TO FOVNDATON—3'REQUESTED VS. THE 20'REQUIRED �
GRAPHIC SCALE V-5: SEWER LINE TO PROPERTY LINE(E)— 7'REQUESTED VS. THE 10'REQUIRED WASTEWATER z
V-6: TANK TO PROPERTY LINE(E)— 1'REQUESTED VS THE 10'REQUIRED W
V-7.. TANK TO FOUNDATION—2'REQUESTED VS. THE 10'REQUIRED VARIANCE PLAN a
V-8: TANK TO PROPERTY LINE(N)— a'REQUESTED VS. THE 10'REQUIRED
V-9: SEWER LINE TO FOUNDATION—2'REQUESTED VS. THE 10'REQUIRED z
20 15 TO 5 0 20 40 e0 SHEET NO.
1 INCIH FEET)20 FT. 4 of 6 a