1.3
1.3
SETPH.VAR\\Loughrey Michael – Maintain Existing System – Holding Tank - In Lieu of Current Requirements-– 12-21-2020
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF MICHAEL LOUGHREY
RESOLUTION NO.: ______________________________________________________, 2020
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, Michael Loughrey (Applicant) has applied to the Local Board of Health for a
variance from Chapter 136 to maintain an existing sewage disposal system that does not meet today’s
current requirements on his property as follows:
Maintain the existing 1,000 gallon holding tank at his seasonal two bedroom residence instead
of installing a 3,000 gallon holding tank required of a two bedroom residence;
on property located at 11 Sign Post Road in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury’s Local Board of Health will hold a public hearing
th
on Monday, January 11, 2021 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Michael Loughrey’s sewage disposal variance application concerning property
located at 11 Sign Post Road, Queensbury (Tax Map No.: 239.16-1-7) 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’ of the applicant’s property as required by law.
st
Duly adopted this 21 day of December, 2021, by the following vote:
AYES :
NOES :
ABSENT:
f
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall
134 Dix Avenue
Glens Falls NY 12801
Voice 518 7410268
Fax 518 741 0274
Email ephall@nycap.rr.com
11 Sign Post Road
13 November 2020
Dave Hatin—Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Existing sewage disposal system variance application
At the above referenced project location this office would like to be granted a variance from the
3,000 gallon holding tank required of a two bedroom residence and maintain the existing 1,000
gallon holding tank. Due to site conditions there is no opportunity to install a septic field and
additional holding tanks are simply not feasible. The current owners of the property are the second
owners and have been utilizing the single 1,000 gallon tank since purchasing with no issue. The
residence is a seasonal 2 bedroom with one bath, small kitchen and no washing machine or
dishwasher. Currently the tank gets pumped once or twice a year and the usage of the residence
will not be increasing. If not already installed on the tank, we will be adding a half full and high water
alarm system and a high water shutoff as well.
Regards,
Ethan Peter Hall
Architect
1
SEPTIC VARIANCE °re tie Only
Received:
APPLICATION Permit IlkTOO
Permit Fee:
M Bay Road,Queensbury,NY 12M
P.518-761.9256 www.aueensburv.net Invoice#:
Approvals:
Submittal:I(one)original&8 copies of the completed application package
Property Owner's): �A i t_y Ieftvc,ii YZAir—V Owner's Agent: �� 'LL,,"Idt,-, '
Address: Z i 2 Hn i .l 1 t_t t, ,'Z Address: G,-4 D1 Y AV
Phone#:Amk- 71F 9"i — 3q It Phone#: SL Ste.- -741 1-CZ&R
C ELL ' III 44 0 -03Or
Site Address: It ez;1 r,1 j l f.,7" 11 Af Tax ID#: `? Ti i l , —
Directions to Site:
Distance from well on property to septic system(if applicable) feet
Is it possible to install a conforming septic system on this property? Yes _�No
If YES,please explain and attach a diagram:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? ✓ Yes No If NO,please explain:
is the proposed system to be installed under a parking area? Yes ✓No
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.):
li �� Jc.� iris Lim r7>~
�e:z y CiAij 31,) 19J i�l�.�f F k Sabi— —�. G�i ): .:�h �i 7ti
Septic Variance Application February 2018
List the names,parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax
map numbers from the Assessor's Office as well as the names and addresses:
North Name T�4 LA;:� lava t% LUrrr VA-.-
Address ( <�„.�
Tax Map ID
South Name MA A*Va
Address 'r`tg>i (TrAtl
Tax Map ID 2 3i�l! . I U 1 - C,
East Name �► A%LA,A G4A t 1?.Af_AdR
Address -7", S, F_ F_
Tax Map ID 7--�, l , I t o -1- -Z�
West Name L-AxC 6 Er zx=t r
Address
Tax Map ID
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
i 1 :S;(. 3:"�_Y:— IZM %
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. r
Owner—Print Name: r L� lI e i L D v 4 xc__ Date: 1/ l q 10
Owner—Signature: Date: I 1 0
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:
I/We realize that putting the septic tank or leaching system less than the required feet from the
may increase the risk of pollution.
Neighbor/Tenant—Print Name: Date:
Neighbor/Tenant-Signature: Date:
septic variance Application February 2018
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
2. 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:I 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:
--'
�
rY ..
r w�v F
�� s
fewtrd�w3�,q
'I (
Zff
1J.
Septic Variance Application February 2018
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: iMlu±FdJ1
Designates: CI -Cle-. .ik ..r" as agent regarding the Septic Variance for
Tax Map#:
2? /OWNER'S SIGNATURE: DATE: a 0
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.
1,the undersigned,have thoroughly read and understand the instructions for submission;agree to the
submission requirements and completed checklist:
OWNER—PRINT NAME: ,��
OWNER—SIGNATURE: Ina DATE: Jill 0
AGENT—PRINT NAME:
AGENT—SIGNATURE: DATE: 2e>
Septic Variance Application February 2018
Company notes:
Z,B.S.Septic DrainService, Inc.
DBA CONDON'S SEPTIC SERVICE'
2 Lower Warren Street • Queensbury, NY 12804
Phone:518-798-8194 Phone:518-798-8542 Fax:518-798-3213
NAME We take pride in everything we do!
DATE CALLED- DATE COMPLETED
STREET JOB START TIME
HOUSE BACKED UP
TOWN I YES O NO
JOB END TIME GAL. TANK UNCOVERED
PHONE: HOME WORK D YES ONO
CELL START TIME•SIZE TANK DEPTH TANK SIZE
CONTACT PERSQN END TIME•SIZE
QUOTED PRICE i�SEPTIC
DIRECTIONS "GREASE
r
SEPTIC EVALUATION TANK: OK YES 177 NO 171 OUTLET BAFFLE: OK YES 1"1 NO 17 TANK SIZE FIELD: OK YES M" NO 177 INLET LINE: OK YES 177 NO O
LIQUID LEVEL: TANK CONSTRUCTION MATERIAL
NORMAL O HIGH O CONCRETE f1 PLASTIC['1 METAL.-I VENTS: OK
ESTAGE OF SYSTEM: EST VISIBLE AMOUNT OF LEACH LINES
TESTING OF INLET LINE: FLUSHED TOILET YES st). NO n
SEPTIC SYSTEM NOTES:
x
DESCRIPTION MFEE
PUMPING OF SEPTIC TANK:
GALS..@
GREASE TRAP: GALS. @
CLEANING LINES WITH SNAKE
WE WILL SEND YOU A REPUMP REMINDER IN YEARS
AUTHORIZED SIGNATURE
TERMS: _ ---
A Late payment charge of 2°r°per mo
shall be payable upon all unpaid balances over 30 days. Collection Costs.including reasonable TAX%
Attorney Fees,will be charged to the Customer. There will be a$50.00 charge for all returned checks. TOTAL /
Method of Payment. n CASH rl CREDIT CARD rl CHECK F 00
Please charge to my: r'1 MasterCard:7 Visa Card No. Exp.Date
Signature
PUMP IBS-1 Rev.06111 W-Office YCustomer
I
SITE DATA GENERAL NOTES
O
PROPERTY ZONING CLASSIFICATION: WR (WATER FRONT RESIDENTIAL) w s : ..: -- I RED BY VAN DUSEN AND
INFORMATION SHOWN ON THIS DRAWING 1S TAKEN FROM
MINIMUM LOT SIZE. 2 ACRES .; „ a
A SURVEY DRAWING PREPARED
�\� -� � "'� �` ;�•� ;A .1" ,� '�;X L+t -. STEVES LAND SURVEYORS
MINIMUM LOT WIDTH: 150 FEET
TAX MAP NUMBER- 289.10-1-39 LEGEND
s
SETBACKS REQUIRED EXIS11NGx�
PROPERTY LINE
FRONT 30'-0" 231'-1"
} `SHORELINE 50'-0" 28'-0" p _� ,, P� �. � . �, , �. �. � .�,, ---------------------- PROPERTYLINE SETBACKS No. DESCRIPTION DATE
6 �
SIDE (100' LOT WIDTH) 20'-0" 18'-9" _ '�' - � � r-�� ,. REVISIONS
31'-2" - _ h ----------330---------- EXISTING CONTOURS
OURS
MAXIMUM BUILDING HEIGHT 28 -0 24-3 s
MINIMUM PERCENT PERMEABLE 75% 85.6% 330 NEW CONTOURS
MAXIMUM F.A.R. 22% 3.76%
E E -E ELECTRIC SERVICE `" a
LEC L.L1
E UNDERGROUND E
D
SETBACKS REQUIRED PROPOSED - SS —SS SS SS SANITARY SEWER J z
Q
FRONT 30'-0" 231'-1» z
SHORELINE 50-0 28-0 '- � o z
" + " w w - -w w WATER SERVICE W z a
uJ
SIDE (100' LOT WIDTH) 20'-0" 18'-7" _ n ENT ~ Of a o 2
31'-2" _ E/P EDGE OF PAVEMENT — W o
�ij
MAXIMUM BUILDING HEIGHT 28'-0" 24'-3" T
` i }- ,o:= U 0
GAS-GAS-GAS GAS-
UNDERGROUND GAS SERVICE V Q J
MINIMUM PERCENT PERMEABLE 75% 85.6%
t — Q
O
MAXIMUM F.A.R. 22% 4.72% j `o Ll
- O
J z
O� O
J Y p
w w
ACTUAL LOT SIZE: 36,475 SQ. FT. •'. " Q s a
ACTUAL FRONTAGE: 74'-10" FEET (ALONG THE SHORE LINE) - T ' _ (D r- 0- o F o
a. OOT awW
EXISTING SITE COVERAGE CONDI11ONS ? a
COMPONENT AREA PERCENTAGE z a w m
Q- a Z w
TOTAL SITE 36,475 SF 100.0% o 0 0 , ~ a o
BUILDINGS 706 SF 15.42% o v x 0
PAVING & WALKS 4,544 SF 21.63% Of w 0 >Lj- Lw
ooE
GREEN SPACE 31,225 SF 85.6%
PROPOSED SITE COVERAGE CONDITIONS WORK IS TO BE AS SHOWN &NOTED AND IN ACCORDANCE
COMPONENT AREA PERCENTAGE WITH MANUFACTURER'SKEY MAP RECOMMENDATIONS, TRADE
TOTAL SITE 36,475 SF 100.0% ASSOCIATION PUBLISHED
BUILDINGS 706 SF 15.42% NO SCALE RECOMMENDATIONS AND
PAVING & WALKS 4,544 SF 21.63%
GENERALLY ACCEPTED LOCAL
GREEN SPACE 31,225 SF 85.6% CONSTRUCTION INDUSTRY
PRACTICES.
EXISTING FLOOR AREA RATIO CONDITIONS IRS
COMPONENT AREA LANDS N/F OF
BASEMENT 145 SF DOUGLAS WRIGLEY
MAIN FLOOR 719 SF
81 SF
9661112
U P ERC FLOOR 427 SF
V
TOTAL ALL AREAS 1,372 SF pJ .39i1 38
TOTAL SITE AREAS 36,475 SF
FLOOR AREA RATIO 3.76%
/ OC
/ I , N
PROPOSED FLOOR AREA RATIO CONDITIONS /
COMPONENT AREA / �� i ►�
BASEMENT 145 SF LANDS N/F OFII
MAIN FLOOR 719 SF
\ j- y� { p
PORCH 81 SF ANDREW J. MOREHOUSE Z
UPPER FLOOR 596 SF 6811739 �\ \ S� ��'
TOTAL ALL AREAS 1,541 SF WATER DRAWN FROM LAKE GEORGE / \\ \ 6,S, i - I W Cd q
TOTAL SITE AREAS 36,475 SF / \ \\ °Sb i N C)
FLOOR AREA RATIO 4.22% /' \ cm0.
- 110
1,000 GALLON '�Zp2 \ \ II T 10
HOLDING TANK �'_ \ \ ' ' M
I
01 t4 S \ � �\ AREAEmm4
7. 0'± N6� \ 36, 586± sq. ft.
SHADED AREA INDICATES \ 0. 84± acres
50'-0" OFFSET CANTILEVER ABOVE \ 1\
PROPERTY LINE EXTENSION Pp�p� FROM MHW <' 1
\ 231'-1" II 'I
LJ
I
U
G 2 STORY Q \ \
90± ALONG
' \5 d' � sLA oN�� L
+�0 W/ N WALL �.
MEAN HIGH WATER
320.20' / / �, G oOu y
MEAN LOW WATER ,;, _ \ ------------------------------ ` O
�317.74' S��'PG� ------ �4 ----- -------------------CL- —\--- \\--------------- co
20' 5ET6ACK _ 134.99'
N ? 40.07'- --
0 ��� __40.38'- 41\ - - S870 02 10011 W
EXISTING DOCKQF , _ _ 37.s2 _ --� _ _—
� \ 19_38�_ TiQF �-
_ 272 . 28 - //
PROPERTY LINE EXTENSION _- — — ,� / A \
CAD FILE NAME
w
/ \ \ LANDS N/F OF ACAD\DR.KELLER\SITE PLAN
// RICHARD & ELNA FAUCHER SCALE "_ "
�'0�p`N ` , Ap�OINER'S � / \ 595/705 ��•�
THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
.AXEhOU5E AND IS IN RED INK. ONLY SEALS IN RED INK
SHALL BE CONSIDERED TRUE ORIGINALS
GEORGE DRAWING TITLE
EXISTING AND
PROPOSED
SITE PLAN
20 10 0 10 20 40
GRAPHIC SCALE DRAWING No,
1" = 20'-0" C— 1