SEP-0113-2019 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building & Codes (518) 761-8256
BUILDING PERMIT
Permit Number: SEP-0113-2019
Tax Map No: 289.11-1-21
Permission is hereby granted to: Ogden Family Trust
For property located at: 2 HALL RD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: Ogden Family Trust Septic Disposal-Residential $0.00
Owner Address: 2 Hall RD Extension Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
IBS Septic
2 WARREN ST
Glens Falls,NY 12801
Plans& Specifications
Septic Variance
Septic Alteration
$ 225.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, May 14, 2020
(If a longer period is required, an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of Queensbury; Wednesday, May 15, 2019
SIGNED BY: - for the Town of Queensbury.
Director of Building&Code Enforcement
.1
Office Use Only
SEPTIC DISPOSAL PERMIT APPLICATION Permit#: 7 e113 -01
Permit Fee: $ invoice#: Ml
Septic Variance? Yes No
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.queertsbury.net
Tax Map ID#: 201 9-
M
Project Location: 0 WN OF QUEENSBURY
BUR.UNG& CIODEL.--
'6 Applicant:—
Name(s): � EA4
Mailing Accres ,C/S/Z:
kJV 9�1 wafcfnl—�
Cell Phone: Land Line:
Email:.
* Primary Owner S
Name(s): r 1-q-1 C"
Mailing Address, C/S/Z: aL;tt. -
Cell Phone: Land Line: J LW
Email:
F-1 Check if all work will be performed by homeowner only
• Contractor: Workers' documentation ocumentation must be submitted with this application
Contact Name(s):
Contractor Trade:
Mailing Address, C/S/Z: '�,Lo w q,, \A/0( r
Cell Phone: _( -�� �=i , Land Line:
1+
Email: C. V�s
• Engineer(s):
Name(s):
Mailing Address, C/S/Z: 6-
Cell Phone: Land Line: )71 q)- 0
Email:
Contact Person for Buildin & Code Compliance:
Cell Phone: Land Line: J
Email: C
1pnfir Annfication Revised February 2019
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 Installed? (circle one)
1981-1991 130 Spa or Hot Tub Yes o
n Installed? (circle one)
1992-Present 110 t
PARCEL INFORMATION:
Topography Flat Rolling Steep Slope %Slope
Soil Nature and Loam Clay Other(explain: )
Groundwater At what depth?
Bedrock/Impervious material At what depth?
Domestic Water Supply —Municipal _Well (if well,water supply from any septic system absorption is ft.)
Percolation Test Rate: per minute per inch (test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION:
Tank size gallons(min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub
System Absorption field with#2 stone Total length ft.; Each Trench ft.
Seepage Pit with#3 stone How many: ; Size:
Alternative System Bed or other type:
Holding Tank System Total required capacity? tank size ;#of tanks
NOTES: 1. Alarm system and associated electrical work must be inspected by a Town approved electrical inspection
agency; 2. We will no longer allow systems to be covered until such time as an as-built plan is received and
approved. The installed system must match the septic layout on file—no exceptions. 3. As-built drawings must be
submitted prior to the inspection, if there has been a change to the submitted plans.
Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material
representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be
void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury
Sanitary Sewage Disposal Ordinance.
PRINT NAME: DATE: )
SIGNATURE: DATE: ®- 1
Santir Annliration Revised February 2019
RESOLUTION APPROVING OGDEN FAMILY IRREVOCABLE TRUST'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCE
RESOLUTION NO.:BOH 18,2019
INTRODUCED BY: Mr. George FeroneI w °3
WHO MOVED ITS ADOPTION .-... ..... .�,.„ m
SECONDED BY: Mrs. Catherine Atherden
WHEREAS, the Ogden Family Irrevocable Trust (Applicant) filed an application for
variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance Chapter
136, §136-11, which requires applicants to obtain a variance for holding tanks as the Applicant
wishes to install three (3) new 1,500 gallon septic holding tanks for a total of 4,500 gallons of
capacity in lieu of a sewage disposal system for a seasonal camp building on property located at 2
Hall Road Extension 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, April Is', 2019, 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 variance, the Local Board of Health determines that the
variance 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 variance is necessary for the
reasonable use of the land and is the minimum variance 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 the Ogden
Family Irrevocable Trust for a variance from the Sewage Disposal Ordinance to install three (3)
new 1,500 gallon septic holding tanks for a total of 4,500 gallons of capacity in lieu of a sewage
disposal system for a seasonal camp building on property located at 2 Hall Road Extension in the
Town of Queensbury and bearing Tax Map No: 289.11-1-21.
Duly adopted this 1st day of April, 2019, by the following vote:
AYES Mrs. Atherden,Mr. Ferone,Mrs. Switzer, Mr. Strough
NOES None
ABSENT: Mr. Metivier
GENERAL NO-FES
INFORMATION SHOW4 ON THIS 00AWING IS TAKEN FROM
A SURVEY DRAWNG PREPARED °' VAN f; USEN
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PROPERTY LINE
PROPERTY LINE SETBACKS
EDGE F' PAVEMENT ca. I � CTIITIG�C €�A'I'
REVISIONS
a I .'CALL. w NEW 1� GALLON
OIPF LijcwI TANKS SERIES
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LOCATION
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RUCINKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall
134 Dix Avenue
Glens Falls NY 12801
Voice 518 741 0268
Fax 518 741 0274
Email ephall@nycap.rr.com
Ogden Residence- Hall Road Extension
17 May 2019
John O'Brien —Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Installation of Replacement Sewage Disposal System
At the above referenced project location this office observed the installation of the 3 new holding
tanks. These installations are acceptable to this office. If there are any questions please contact
our office to discuss.
Regards,
s,
Ethan Peter Hall
Architect
Y:\!Mac\Septic Letters\Septic Letter-Queensbury-Ogden Residence-17 May 2019.doc 1
GENERALNOTES
INFORMATION SHOWN IS DRAWNG IS TAKEN FROM
A SURVEY DRAWING PREPARED BY VAN DUSEN & STE" ES
LEGEND
PROPERTY LIFE
.w._ _ _ ......,.....__. .__.._._.__. . PROPERTY" LINE SETBACKS
KS
_...I:1 AS_.-1 I. _I T7 MAY 2019
EDGE C " PAVEMENT No. RYT ESC CN FATE
REVO S
�2
INSTALL 3 NEW 1,500 GALLON �
I F HOLDING TANKS CONNECTED IN SERIES 3 r>
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Z
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w._,...E� IS IR�°44,
REPUTE SEPTIC TANK a WELL �_ Err �
LC C�A11ON�N « R mmLL >,
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LOCATION _,4._ry_ rr z < t`
v>
8-
? Map of a Proposed 0
Boundary Line Adjustment made forf�a oL
5.w. �Ic°a$'et;1: c'tr3Lar" 1 •� rc�� 1 ""°
Last Revised: August 0 010 � E � U X
�.,...._ .., �p By: van Duse n St eves
fy 0
Land Surveyors
'Cd B a� 0 a� 0>
—C t 00 0 C�.
C`4 C
Map of L nd,s of � C _a - 0 0 u �
.,w- Lands � },CSC Lewis R. Ogden � � �: �r (�
GlenDated 'ept September 4, 1 57 0 C r-r~ z
Donald . ; rug r By: Leslie W. Coulter ter �
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z rsa"n c
.,. l Marion L. Cornell,
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Deed Reference
r" � � � 7oc, r° Charles Ogden aaraaL F WORK IS TO N E AS SHOWN
b ;w r `D / 041 ✓ Susan agdpn ,�- M.R. NOTED AND IN ACCORDANCE
. 1 Shore , " •- "w �" ,4 f.... �CA " . rr 1 as WITH MANUFACTURERAh
°s
SOD Stogy), , / YC,1 r Lynn M. Ogden RECOMMENDATIONS,II ATIC)W�Sa TRANCE'
✓ Set Corner `" S � / Dated: June; 0 2017
°° lv,4( / ASPHALT -_�" Recorded sett; Jukyg 12, 2017 ASSOCIATION PUBLISHED
,' fit ,. „ DRIVE ° 71 P:304 - ..... RECOMMENDATIONS OMMENDATION AND
N
GENERALLY ACCEPTED LOCAL
t,
Charles Ogden and
C� STRUC�TNON INDUSTRY
ate/ iRs r• arsra ales
C -~ '";f",...., I.M.m PRACTICES.
ES,
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AreaWOOD A
� � ,,..,, r�„,.. 117 1.0± Sq. F � � � ho0.27± Acres w � � �` �,�'", ��
" _ Area
,. 16290 m" /Co
� q. ,; RECOMMEND ALL ACCESS
g^p r 37± r '1 . USE RISERS AS NEEDED, - CN�EAN�CN�T C1F'EN�IIwIC�S
AWtT'4b�e•q ^,,,,,+. , ` �,. ,., " "' ,, E RAISED TO " BELOW � �,.
d.� CASKET ACCESS COVERS
�,. FINISH CRANE,.
�. APPROXIMATE
FINISH SH GRADE
E
ALARM SWITCH
HIGH WATER CTJ
CONNECTED "T
SOLENOID NII SWITCH
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_....,.w.�."."-�..w�• rra / f SEPTIC TA ....�____...___-_\ �~w,
:�: .�crr� r� �Near�1� " t..�.f,� 'Y CRT MILLER C3R -.__. NNMN_ET BAFFLE
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e rr S: , S EQUAL
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IRS IRON CAD SET00
IRF Iron Rod Found
CIRF = Capped Iron Rod Found ..J
M.R. = Magnetic Reaction MINIMUM 2x WIDTH .........
Utility o
MAXIMUM I TFI �,"", � Y u
Overhead UtilityWire
PROVIDE SANS[ CAR---- 4 0n.0
OW
PEA GRAVEL U ER TA m
HOLDING 'TANK DETAIL ell
1. ALL UNITS SHALL COMPLYT'I-I THE REC NI�NIRE 'ENTS CIF` THE NEW Y RI � �� �? ✓ � ,,���
TC FI OF CTIUIF LFISSI R
STATE DEPARTMENT ENT OF NICAI TII AND SMALL E PRECAST CONCRETE BUILDING ,ODES °,/ e ✓
AS MANUFACTURED UF`AC�TN REN Y FORT MILLER OR EQUIVALENT.
2. ALL � um C1I,I mo� .�w��W �WI�IUWII@YIYIIVUNYW, p i�
GRAVEL STRUCTURESL F` U TIC N . �WHEREVER EXISTINGPLACED ON FOUNDATION CONDITIONS
IRTION�NS
SITE PLAN w ! ..
110 20P---0" CAD ftlLEw NAME
ARE UNSUITABLE, CRLI SIIECN STONE SN�IAN..L RE PLACED AS AAI)�,91S�,C�C� E � -1
NECESSARY TO ACHIEVE A STABLE EC`UN'�N ATICNN�N.
�a�:a�.E AS N�CITEC�
. SEPTNC� TANKS INSTALLED IN TRAFFIC AREAS SHALL E EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H 2C1 HEEL LOADING.
„, SERE: SE:Au. BELOW �� �� a�c,�c�RNAL SEAL I DRAWN E�Y,., ,
Ad`1E1 IS IN RED &N�NC, ONLY SEALS IN REED INK �
SHALL CAE: L1.)'NSCEREDTRUE:: 4"RIGINAl,..�a
SITE PLAN
AND SEPTIC
7
r
DESIGN
2C.9 I C C 10 — 0 0NOTES
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