1.1 1.1
WASTEWATER-SEWER\Set PH\Daley—Replacement Holding Tank-Smaller System-Setbacks—In APA—9-11-2023
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF DONALD DALEY
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, Donald Daley(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 and a
variance from§136-1 lA as the Applicant wishes to install two (2) 1,500 gallon capacity concrete septic
holding tanks as a replacement septic system, for a total capacity of 3,000 gallons, in lieu of the
required 3,500 gallon capacity, and
WHEREAS, the Applicant has also applied for additional variances from Chapter 136 to allow
placement of the holding tanks:
1. 5' from the residence in lieu of the required 10' setback;
2. 5' from the front property line in lieu of the required 10' setback; and
3. 5' from the side property line in lieu of the required 10' setback;
on property located at 76 Rockhurst Road in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing
on Monday, September 25t", 2023 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Donald Daley's sewage disposal variance application concerning property
located at 76 Rockhurst Road in the Town of Queensbury and bearing Tax Map No.: 227.13-2-44 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 11t'day of September, 2023,by the following vote:
AYES
NOES
ABSENT:
S 169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering Phone (518)745-0307
Fax: (518)745-0368
August 30, 2023 1
4 to
4 RECCE''--.
Town of Queensbury, Local Board of Health M .._ I,
742 Bay Road r "\, {
Queensbury, NY 12804 CYJr'' - C;
Re: Donald6 Rokhhuley rst Road, Queensbury \t711i�• `
Tax Map ID#: 227.13-2-44
Dear Supervisor Strough and Town Board Members:
Attached please find a plan and application for septic variance to allow a replacement septic
system to be installed for Donald Daley at the above-referenced residence.
The proposed system will consist of(2) 1,500-gallon concrete septic holding tanks to service the
existing 3-bedroom residence.
We are seeking relief to install holding tanks instead of a standard wastewater system; to install
3,000-gallon capacity instead of the required 3,500 gallons; installation of holding tanks 5' from
the residence instead of the required 10' minimum; installation of holding tanks 5' from the front
property line instead of the required 10' minimum; installation of holding tanks 5' from the side
property line instead of the required 10' minimum.
We respectfully request to be placed on the board schedule for the next upcoming meeting.
Please contact me if you have any questions or if you require additional information.
Best Regards,
G. Thomas Hutchins, P.E.
Enclosures
Cc: Donald Daley
G Thomas Hutchins,P E. thutchins@hutchinseng'neering.com
SEPTIC VARIANCE Office Use Only
Permit#
APPLICATION Permit Fee $
T d
Invoice#:
742 Bay Road,Queensbury,NY 12604
P:518-761-B256 www.queensbury.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): Donald Daley Owner's Agent: Hutchins Engineering PLLC
Address: 15 Arrowhead Road Address: 169 Haviland Road
Saratoga Springs, NY 12866 Queensbury, NY 12804
Phone#: 518-469-8745 Phone It 518-745-0307
Email: djdaley52@gmail.com Email: tutchins@hutchinsengineering.com
Section 2:
Site Information:
Site Address: 76 Rockhurst Road Tax ID#: 227.13-2-44
Directions to Site: Left onto Cleverdale Rd. from NY-9L S (0.8 miles): right on Rockhurst Rd. (0.6 miles)
Section 3: residence on right side
Distance from well on property to septic system(if applicable) (lake water supply) 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 S:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? Oyes ❑ 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.): see plans for details of variance requests
Septic Variance Application Revised December 2021
t
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 Matthew K. Lucas
Address 78 Rockhurst Road
Tax Map ID 227.13-2-43
South Name Stewart Family Revocable Trust
Address 74 Rockhurst Road
Tax Map ID 227.13-2-45
East Name Lake George
Address
Tax Map ID
West Name Robert A. Phoenix
Address 75 Rockhurst Road
Tax Map ID 227.13-2-34
Section 9:
OWN ER.STATEM ENT
4A41tdo hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located apt•
. I/We realize that putting the well, septic tank or leaching system less than th e feet
from the 'flag-i ease the risk of pollution.
Owner—Print Name:
Owner—Signature: Date: aW152o23
Se '
R OR TENANT RELEASE STATEMENT(if applicable)
I/We do hereby relieve of Queensbury from any liabilities on the plumbin 'c system located at:
. I/We realize tha the well, septic tank a ng system less than the required feet
from the may increas of po
Neighbor/Tenant—Print
Nei enant-Signature: Date'.
Septic Variance Appr¢anon Revised December 2021
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WARREN COUNTY—STATE OF NEW YORK
Cp1 PAI4ELA J.VOGEL,COUNTY CLERK
1340 STATE ROUTE 9,
LAKE GEORGE,NEW YORK 12945
COUNTY CLERK'S RECORDING PAGE
"'THIS PAGE IS PART OF THE DOCUAENT—DO NOT DETACH'
Recording:
III I 11 II III II III CCover Page
ultural Edee 135.00
45.00
.25
Records Management - Coun 1.00
Records Management - Stat 4.75
Additional Names 0.50
BOOK/PAGE: 5276 / 23 TP584 5.00
INSTRUMENT #: 2015-8327 RP5217 Residential/Agricu 116.00
RP5217 - County 9.00
Receipt#: 2015385596
clerk: LB Sub Total : 190.50
Rec Date: 12/08/2015 11:30:37 AM
Doc Grp: RP Transfer Tax
Descrip: DEED Transfer Tax - State 0.00
Num Pgs: 4
Rec'd Frm: VAL SERBALIK ESQ Sub Total : 0.00
Partyl: DALEY DONALD 3
Party2: DALEY DONALD 3 Total : 190.50
Town: QUEENSBURY **** NOTICE: THIS IS NOT A BILL ****
***** Transfer Tax *****
Transfer Tax #: 1066
Transfer Tax
Consideration: 0.00
Total : 0.00
WARNING•«
I hereby certify that the within and foregoing was
recorded in the Warren County Clerk's Office,
Record and Return TO: State of New York.
This sheet constitutes the Clerks endorsement
required by Section 316 of the Real Property Law
of the State of New York.
VAL SERBALIK ESQ
96 NORTH MAIN STREET Pamelal.Vogel
MECHANICVILLE NY 12118 WarrenCountyClerk
Warranty Deed� with Lien Covenant
Rao Saaentuae made the 17'" day of November 2015,
BETWEEN Donald J. Daley residing at 15 Arrowhead Road, Saratoga Springs, New
York, party of the first part, and
Donald J. Dale
y, residing at 15 Arrowhead Road, Saratoga Springs, New York, and Lucy
�.11r Paonessa, residing at 15 Arrowhead Road, Saratoga Springs, New York, as tenants in common,
Lucy Paonessa is hereby conveyed an undivided fifteen percent (15%) interest in the property and
-Cl Donald J. Daley is hereby conveyed an undivided eighty-five percent(85%)interest in the property,
as parties of the second part,
WITNESSETH that the party of the first part, in consideration of----ONE DOLLAR----
($1.00) lawful money of the United States, and other good and valuable consideration paid by the
parties of the second part, does hereby grant and release unto the parties of the second part, his,
successors and assigns forever:
ALL THAT PIECE OR PARCEL OF LAND, situate lying and being located at: 76
Rockhurst Road, Town of Queensbury, County of Warren, State of New York, TAX MAP It
227.13-2-44(the property is described more fully in Schedule"A" attached).
BEING the same premises conveyed to the party of the first part by The Staffield Family
Partnership, L P ,by deed dated May 19,2004, and recorded in the Warren County Clerk's Office on
May 20, 2004, in Liber 1384 at Page 103.
This conveyance is made subject to all enforceable easements, conditions and restrictions of
record affecting said premises.
TOGETHER with the appurtenances and all the estate and rights of the party of the first part
in and to said premises,
TO HAVE AND TO HOLD the premises herein granted unto the parties of the second part,
their heirs, successors and assigns forever.
AND said party of the first part covenants as follows:
FIRST that the parties of the second part shall quietly enjoy the said premises;
SECOND, that said party of the first part will forever Warrant the title to said premises.
THIRD, that in Compliance with Section 13 of the Lien Law, the Grantor will receive the
consideration for this conveyance and will hold the right to receive such consideration as a trust fund
to be applied first for the purpose of paying the cost of the improvement and will apply the same first
to the payment of the cost of the improvement before using any part of the total of the same for any
other purpose.
e4,
IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and
year first above written.
IN PRESENCE OF
Alt CetA
Donald a flat; ///yA
STATE OF NEW YORK )
) ss.
COUNTY OF SARATOGA )
On the 17'" day of November in the year 2015, before me, the undersigned, personally appeared
Donald J. Daley,personally known to me or proved to me on the basis of satisfactory evidence to be
the individual whose name is subscribed to the within instrument and acknowledged to me that he
executed the same in his capacity, and that by his signature on the instrument, the individual, or the
person upon behalf of which the individual acted, executed the instrument.
/ t —�
1
-641
__ _--No ary lic
Record and Return to:
TRACY DAY SERIALS
Notary PuWb,IS M Nov ,
Val Serbalik, Esq. Registranon*013E0E70844
OualifieAttorney at Law Commission
M Msmp�Cepy.
96 North Main Street COo"nM10n 'AMt
Mechanicville, NY 12118
Schedule "A"
PARCEL I
ALL THAT REAL PROPERTY in the Town of Queensbury, County of Warren and
State of New York, known and designated as Lot 33-C on a map entitled"Map of Rockhurst on
Lake George, developed by How-Mae Developments, Inc., Town of Quecsbury, Warren Co.,
New York made by Leslie W. Coulter,dated Dec. 20, 1955, revised Jan. 16, 1956", filed in the
Warren County Clerk's Office on Jan. 24, 1956 to which map reference is hereby made for a
complete description of the premises herby conveyed.
PARCEL H - •
•
ALL THAT REAL PROPERTY in the Town of Queensbury,County of Warren and
State of New York,beginning at the northwest corner of Lot 33-C on a map entitled"Map of
Rockhurst on Lake George,developed by How-Mae Developments,Inc.,Town of Queensbury,
Warren Co.,New York,made by Leslie W.Coulter,dated Dec. 20, 1955,revised Jan. 16, 1956"
running thence north 11°east along the easterly side of the 16 foot wide roadway shown on said
map 10 feet to an iron pipe set in the ground for a comer;thence south 79°00'east, 82 feet,more
or less,to the shore of Lake George on Van Wormer's Bay,thence along the shore of Van
Wormer's Bay as it winds and turns,to the northeasterly corner of said Lot 33-C thence north 79°
00'west along the northerly line of said Lot 33-C,82 feet;more or less to the point or place of
beginning.
Intending to convey hereby a 10 foot wide strip off the southerly side of Lot 34-C on said
map.
The party of the second part, for herself,her heirs and assigns,by the acceptance of this
conveyance, covenants and agrees with the oz_=_of`e __ pc_ _.__ __:.e--r= _
1. Said premises shall be used for residential purposes only.
2. No building shall be erected or addition added to the initial Cabana Building
between the front Or lake side of the Cabana Building and the shoreline of the
lake.
3. No building shall be erected or addition added to the initial Cabana Building
between the back or road side of the initial Cabana Building and the road.
4. No building shall be erected nearer than four feet to the side lot lines of said
premises.
5. No enclosed boathouse may be erected on the shore line of said premises but a
dock open on all sides with a flat deck cover only may be erected on said shore
line.
CAST IRON MANHOLE COVER
W/WATIRTIGHT INSERT, QTY. 2
PRECAST CONCRETE -
RISER
CAST IRON MANHOLE COVER
W/WATERTIGHT INSERT, QTY. 2
PRECAST CONCRETE -
RISER
12" MIN. COVER
4" PVC
HOUSE SEWER
MIN. SLOPE MAXIMUM LIQUID LEVEL FL
1/4" PER FOOT MAINTAIN 2" MINIMUM DROP
16" IN INVERTS BETWEEN
INLET & OUTLET PIPES
s •
1,500 GALLON HEAVY DUTY PRECAST CONCRETE HOLDING TANK
12" CLEAN SAND, GRAVEL
OR 3/4-1-1/2" STONE
Adjojnjng House
HOLDING TANKS PLAN
SCALE. 1 "=10'
GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
FINISHED LAWN AREA
CONNECTOR PIPE
INSTALLED LEVEL
4 PVC MAXIMUM LIQUID LEVEL
INSTALL FLOAT SWITCHES TO
OPERATE ALARM PANEL
AT INDICATED LEVELS.
INSTALL FLOAT SWITCHES WHERE
ACCESSIBLE THRU RISER TO GRADE.
1,500 GALLON HEAVY DUTY PRECAST CONCRETE HOLDING TANK
12" CLEAN SAND, GRAVEL
OR 3/4-1-1/2" STONE
HOLDING TANKS DETAIL
NTS
6.0'± To Shore
EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
INSTALL CONTROL PANEL IN HOUSE
i
i
955' CAPACITY
857' CAPACITY
(2,850 GAL)
(2,550 GAL)
WARNING/SHUT DOWN
TANK HIGH LEVEL
ALARM ON
YELLOW LIGHT ON
George
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. OR EQUIVALENT.
ALL STRUCTURES SHALL BE PLACED ON FIRM,
COMPACT GRAVEL OR STONE BASE. WHERE
EXISTING SOIL CONDITIONS ARE UNSUITABLE,
CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE BASE.
HOLDING TANKS INSTALLED IN TRAFFIC AREAS
SHALL BE OF EXTRA HEAVY CONSTRUCTION
DESIGNED FOR H-20 WHEEL LOADING.
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.
MAP REFERENCE:
BASE MAP INFORMATION FROM "MAP OF A
TOPOGRAPHIC SURVEY MADE FOR DONALD J. DALEY, "
IN THE TOWN OF QUEENSBURY, WARREN COUNTY,
NEW YORK. DATED NOVEMBER 29, 2021.
WASTEWATER SYSTEM SETBACK
REQUIREMENTS
PROPERTY
STREAM, LAKE,
LINE
HOUSE
WATERCOURSE,
WELL
WETLAND
HOLDING TANKS
10'
10'
50'
50'
SITE LOCATION LOCATION MAP
HOLDING TANK ALARM NOTES
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 75% CAPACITY, ALARM INDICATING "TANK HIGH LEVEL" 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.
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" SDR-35 OR SCHEDULE 40 PVC. INSTALL LEVEL.
BUILDING SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE.
TnDCnrl
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
HOLDING TANK SIZING
3-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 - 330 GPD
NYSDOH MINIMUM SIZING - 5-DAYS DESIGN FLOW - 1650 GALS
TOWN OF QUEENSBURY REQUIRED HOLDING TANKS CAPACITY - 3,500 GALS
- INSTALL (2) 1,500 GAL PRECAST CONCRETE HOLDING TANKS
IN SERIES TO PROVIDE ADDITIONAL TIME BETWEEN PUMP OUTS
3,000 GALLONS OF STORAGE TO BE PROVIDED
-POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY
-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
VARIANCE REQUEST SUMMARY
THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY
SANITARY ORDINANCE.
1) HOLDING TANK. INSTALL TWO- 1,500 GALLON WASTEWATER HOLDING TANKS.
2) INSTALL 3,000 GAL CAPACITY IN LIEU OF REQUIRED (T.O.Q.) 3,500 GAL CAPACITY.
3) INSTALL HOLDING TANKS 5' MIN. FROM BUILDING IN LIEU OF REQUIRED 10'.
4) INSTALL HOLDING TANKS 5' MIN. FROM FRONT P.L. IN LIEU OF REQUIRED 10'.
5) INSTALL HOLDING TANKS 5' MIN. FROM SIDE P.L. IN LIEU OF REQUIRED 10'.
DigFA
® Safely.
New ®York
Call Before You Dig
Walt The Required Time
• Confirm Utility Response
• Respect The Marks
IM Dig With Care
800-962.7962
www.digsafelynewyark.com
TAX MAP # 227.13-2-44