HE RECORD 11.26.24 NEIGHBORING �
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RESIDENCE � HOLDING TANK SIZING HOLDING TANK ALARM NOTES
3—BEDROOM RESIDENCE ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO, ;gay
WATER SAVING FIXTURES - INSTALL NEW FIXTURES AS NEEDED MODEL TAEZ-OiHDUO, ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE
\
� (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) FOLLOWING MONITORING AND CONTROL FUNCTIONS:
HEAVY DUTY TRAFFIC RATED a„ fiat'17S
DESIGN FLOW - 110 GPD/BEDROOM /
dxCONCRETE HOLDING TANKS WHEN LEVEL OF TANK REACHES 857. CAPACITY, YELLOW WARNING
-
ONNECTEDINSERIES SYSTEM DESIGN FLOW 330 GPD LIGHT INDICATING "TANK HIGH LEVEL" WILL BE ACTIVATED AND
NYSDOH MINIMUM SIZING - 5-DAYS DESIGN FLOW - 1650 GALS
♦ AUDIBLE ALARM WILL SOUND.
x
239.12-2-35.2 TOWN OF QUEENSBURY REQUIRED HOLDING TANKS CAPACITY — 3500 GALS WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM WILL /
\ — INSTALL 2 2000 GA PRECAST .. \
♦ \ LANDS N/F OF O L REC ST CONCRETE HOLDING TANKS SOUND AND RED LIGHT Wilt FLASH, INDICATING TANK SHUTOFF
/ ROCKHURST LLC NEIGHBORING IN SERIES TO PROVIDE ADD177ONAL 71ME BETWEEN PUMP OUTS LEVEL".
" '
239.7 1 1.11 RE ID N 4000 GALLONS OF STORAGE TO BE PROVIDED
/ ` SOLENOID VALVE OR EQUIVALENT ELECTRICAL INTERLOCK SHALL BE i
LANDS N/F OF
/ ♦ NNE P INSTALLED TO DISABLE WATER SUPPLY TO BUILDING UPON REACHING
ti \ CONNECTOR PIE —POTABLE WATER SUPPLY IS EXIS71NG LAKE WATER SUPPLY \ <F\ \
CHARLES CREW / \ ♦ "TANK SHUTOFF LEVEL". m � \
JAI / � cF rs. b
O \ \ —SOLENOID VALVE OR EQUIVALENT ELECTRICAL INTERLOCK TO BE
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/ SYSTEM KILL REST AFTER HOLDING TANK IS PUMPEDDOWN T � 4 � f
INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER SUPPLY TO r, " �. �.s,„•,.,,� �/y;;,•,. ��� �y\� � � �" .4_ ��
239.12-2-33 ♦ xk�
\ BELOW THE ACTUA77ON LEVEL OF TANK HIGH LEVEL ALARM.
\ ♦
Qg`� )/ HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ON PANEL \ Y
�i � LANDS OF \ \ 1AN ELECTRICAL INSPEC770N BY A CERTIFIED ELEC7RICAL INSPEC710N \�,, .,_ �,.. ..���., .. .1EANNE B.AUSTIN& SYSTEM MATERIAL SPECIFICATIONSAGENCY IS REQUIRED AFTER /NSTALLAiION. ELEC7RICAL INSPECTION Site Location }KARA A. HARADEN � I \ SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL. Locai.ion Man
0.26 ACRES �`Ad ` BACKFILL MATERIAL
BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO IO \ PARTICLES GREATER THAN 2"
ALARM PANEL
HOLDING r & r3 4
0 TANK CONNECTOR PIPE ,� y
�eINSTALLED IN
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O PIPING y
TO BE 4 SCH-40 PVC. INSTALL LEVEL BETWEEN OUTLET
BASEMENT \
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♦ s ® \ PORTS OF TANKS. y a '
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\ NEIGHBORING r <
BUILDING SEWER PIPE '
DRIVEWAY » " s ,. . .
r- .................................. PIPING TO BE 4 SCH 40 PVC. INSTALL WITH 1 4 PER FOOT
�,F ..................:::"::,,....,.. , .....,.... \ / OT MINIMUM
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SLOPE. ✓, \ �. � �.,
TOPSOIL
.............................._......._ ... . PLACE 4 MISEED,
\ I NIMUM TOPSOIL OVER ENTIRE BACKFILL AREA.
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MULCH AND ESTABLISH TURF.
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GEQRGE ��♦ / / ��� ♦ EXIST.STORM DRAIN
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NOTE:NO WELLS �5 tomv > v
!i,,5 GZ GRATE EL.322.3
ARE VISIBLE ? ♦ v
�o VARIANCE REQUEST SUMMARY
Y3 Y£irs2i2ti 9UT�tHim`i5k3+d
LAKE LEVEL 319.5 ♦ WITHIN 50 OF �RRE
s W HOUSE EWE # /. � �, ,ram � ,
PROP.HOLDING TANKS . OM S R N THE FOLLOWING RELIEF IS RE UESTED FROM THE TOWN OF QUEENSBURY �_z,,
-SEPT.20,2023 � L,pR Q Q �
'kS§ � - <a� vter •ram E - ""'� S s `�
� � N �GN ��P v SEWERS AND SEWAGE DISPOSAL ORDINANCE, CHAPTER 136: •3'<x �'
� � tot � v Site Locatio:.
Neighborhood Map
SECTION 136-11 - HOLDING TANKS
s "� \ PART A. - "HOLDING TANKS ARE PROHIBITED UNLESS VARIANCE IS GRANTED TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH APPROVAL RESOLUTION
FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH..."
239.12-2-32
LANDS N/F OF INSTALL (2) 2000-GAL HOLDING TANKS IN-SERIES
g\ MZCHAEL CHRYS \\ RESOLUTION APPROVING JEANNE AUSTIN AND KARA HARADEN'S BE IT FURTHER,
NE�G�+HBORING APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
\ RESIDENCE RESOLVED,that the Local Board of Health hereby approves the application of Jeanne
SECTION 136-11 B. (2) - HOLDING TANK SIZING RESOLUTION No.:sox o66,2023 Austin and Kara Haraden for variances from the Sewage Disposal Ordinance to allow installation
\ INTRODUCED BY: Mr.Timothy McNulty of two(2)2,000 gallon capacity concrete septic holding tanks as a replacement septic system,for a
WHO MOVED ITS ADOPTION total capacity
\ 3-BEDROOMS - HOLDING TANK CAPACITY REQUIRED = 3500 GAL of 4,000 gallons,in lieu of the required 3,500 gallon capacity on property located at
\ \ SECONDED BY: Mr.Anthony Metivier 103 Assembly Point Road in the Town of Queensbury and bearing Tax Map No: 239.12-2-33,and
- INSTALL (2) 2000-GAL HOLDING TANKS IN-SERIES, WHEREAS,Jeanne Austin and Kara Haraden(Applicant)filed an application for variances BE IT FURTHER,
from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance,Chapter 136,
Site Plan Holding Tanks Installation 4000 GALS TOTAL TO BE PROVIDED §136-1 I which requires applicants to obtain a variance for a holding tank and a variance from I136- RESOLVED,that the Town Board authorizes and directs the Town Clerk to forward by
i 1 I A as the Applicants wish to install two(2)2,000 gallon capacity concrete septic holding tanks as certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review,and
Seale 1,r — 20, a replacement septic system,for a total capacity of 4,000 gallons,in lieu of the required 3,500
gallon capacity on property located at 103 Assembly Point Road in the'rown of Queensbury,and BE IT FURTHER,
V�a p�'� Scale _ WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's �' RESOLVED,that this approval Resolution shall not be effective until 30 days after such
official newspaper and the Local Board of Health duly conducted a public hearing concerning the notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park
2� 20 4d $� variance requests on Monday,October 10",2023,and Agency during such period.
WHEREAS,the Town Clerk's Office has advised that it duly notified all property owners Duly adopted this 16°i day of October,2023,by the following vote:
i
within 500 feet of the subject property, i` AYES Mr.Freer,Mr.Ferone,Mr.McNulty,Mr.Strough,Mr.Metivier
(In Feet)
�^ NOES None
NOW,THEREFORE,BE IT ABSENT: None
1,Colleen Rathbun,Deputy Town Clerk of the Town of Queensbury,Warren County,New York,
do hereby certify that I have compared the foregoing with the original resolution as listed above
EXTERIOR WEATHERPROOF JUNCTION BOX RESOLVED,that adopted at a regular meeting of the Town Board of the Town of Queensbury,held on the 16c'day of
APPROXIMATE CAST IRON MANHOLE COVER APPROXIMATE CAST IRON MANHOLE COVER (IF NECESSARY). SEAL CONDUIT GAS TIGHT. October.2023 at which a quorum was present and that the same is a correct transcript therefrom
INSTALL CONTROL PANEL IN HOUSE NEXT TO 1. due to the nature of the variances,the Local Board of Health determines that the and of the whole original thereof to data
FINISHED GRADE W/WAIERTIGHT INSERT, QTY. 2 FINISHED GRADE W/WATERI7GHT INSERT, QTY. 2 ELECTRICAL PANEL. ALL ELECTRICAL WORK IN WITNESS THEREOF,(have hereto set my hand and the SEAL"of said Town of Queensbury,
variances would not be materially detrimental to the purposes and objectives of this this 17'h day of September,2023.
PRECAST CONCRETE PRECAST CONCRETE TO BE INSPECTED BY A CERTFIED ELECTRICAL ordinance or other adjoining properties nor otherwise conflict with the purpose and
RISER RISER INSPECTION AGENCY. objectives of any Town putt or policy;and
SEAL SIGNED: �2�/is e_�
HOLDINGTANK NOTES 2. the[.coal Board of Health finds that the granting of the variances is necessary for the Colleen,Rathbun
12" MIN. COVER 12" MIN. COVER ,+ - reasonable use of the land and are the minimum variances which would alleviate the Deputy Town Clerk
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF specific unnecessary hardship found by the Local Board of Health to affect the Town of Queensbury
THE NEW PORK STATE DEPARTMENT OF HEALTH AND Applicants;and
INLET - OUTLET OUTLET Q INLET
4" PVC SDR-35 SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY
4" PVC PALETTE STONE CORP.
MAXIMUM LIQUID LEVEL MAXIMUM LIQUID LEVEL
CONNECTOR PIPE INSTALL FLOAT SWITCHES TO ALL STRUCTURES SHALL BE PLACED ON FIRM, CRUSHED
TOP TO BASE SEAM TO BE 16" INSTALLED LEVEL OPERATE ALARM PANEL 953 CAPACITY STONE BASE.
BUM SEALED AND 12" WIDE AT INDICATED LEVELS. (3800 GAL)
EXTERIOR BUTYL WRAP TO BE INSTALL FLOAT SWITCHES WHERE 85% CAPACITY WARNING/SHUT DOWN HOLDING TANKS TO BE OF EXTRA HEAVY CONSTRUCTION RECORD DRAWING
PLACED AROUND 774E PERIMETER ACCESSIBLE THRU RISER ALARM ON
OF SEAM PRIOR TO BACKFILL (3400 GAL) DESIGNED FOR H-20 WHEEL LOADING. -
2000 GAL HEAVY DUTY — 1—PIECE TANK W/COVER 2000 GAL HEAVY DUTY — 1—PIECE TANK W/COVER HIGH LEVEL
TOWN OF QUEENSBURY PERMIT SEP-0601-2023
EXTERIOR OF TANKS TO BE TRAFFIC RATED PRECAST CONCRETE HOLDING TANK TRAFFIC RATED PRECAST CONCRETE HOLDING TANK ALARM ON ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT.
COATED WITH ASPHALT
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TANKS SHALL BE OF ONE PIECE CONSTRUCTION SUCH INSTALLATION DATE: 12 7 12 12 2023
EMERSION COATING 1 1
< .. .: _. >_ .� __ �.: .._< .. .,, •�, �� X J. THAT JOINTS ARE T LOCATED BELOW THE L
� �, � �.. ...: a.< .... .� .. ,� ._. � •�. ,��/ �. ,� ..r NO LIQUID LEVEL.
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.., s. _._ ., fi. .. .F. .�. ./, h.. t ... .,:.,r .,t ..,r :.+ ..t ..d i "'°..J ..,� r.. �,.
4 PVC INLET .s T. >
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" �< . �. . , �. . . .: � x � x ,.,. � ✓�; . , .�; ., ✓- �✓x� ,✓ a✓ ✓ :� . .,; IM OUTDOORSERVICES,
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.-. .H: .'i,. _<.,.c .d .. .1,. .<-F ,... k. .R.. .... ....✓..,<. '' . ... a,. ._.. R'_<. ._ .... .. .<.. F. ,.<.. <,..TEE BAFFLE & . : . t.. . :� x
C. i` EXTERIOR OF TAILPIECE (TYP.) ✓ �✓ ✓ � �✓ Y� _ b� . � - V.✓ w..✓ __/..,: ✓ , ✓ .� . ✓ �_✓W,..,":.v ._.✓ �..� _., ... ..✓�:�.� , � ��'.�✓,<. �; ,�, � - BAY OIL COMPANY AQUA SAFE OR
TANKS TO BE COALED WITH ASPHALT
EMERSION COATING
12" SHEDS ONE EQUIVALENT. TAX MAP # 239.12-2-33
CRUSHED STONE
LEVELING PAD »
HOLDING TANKS IN-SERIES DETAIL TOP TO BASE SEAM TO BE BUTYL SEALED AND 12 WIDE
NTS EXTERIOR BUTYL WRAP TO BE PLACED AROUND THE Dig Ne ®Safely,
PERIMETER OF SEAM PRIOR TO BACKFILL
®Cali Before You Dig
EM Walt the Required Time 2 RECORD DRAWING 1112612024
EM 111 Confirm Utility Response
Respect The Marks 1 ISSUED FOR PERMIT 1111412023
RECORD DRAWING NOTE: M Dig With Care
800-962-7962 0 ISSUED FOR SEPTIC VARIANCE 912012023
A REPRESENTATIVE OF OUR OFFICE VISITED THE SI7E www.digsatelynewyork.com
DURING CONSTRUCTION AND IT IS MY OPINION THAT No. Revisions D a t e
THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE
IMTH THE APPROVED PLAN AND THIS RECORD OF NEW WASTEWATER SYSTEM PLAN
DRAWING.
prepared for:
LUCAS W DOBIE, P.E Jeanne Austin & Kara Haraden
WASTEWATER SYSTEM SETBACK REQUIREMENTS 1112612024
STREAM, LAKE, �L / 103 Assembly Point Road
PROPERTY LINE HOUSE WATERCOURSE, WELL Town of Queensbury, County of Warren, State of New York
WETLAND MAP REFERENCE: `P�® 0� ��
L
� �s5 � \, � Drawn: HKB Checked:LWD Scale: NOTED Date: 8/17/2023
BASE MAP INFORMATION FROM WARREN COUNTY GIS, � 169 Haviland RoodOFESSIC�fi,�
HOLDING TANKS 10' 10' 50' 50' AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS. ALL
LOCA77ONS ARE APPROXIMATE, CONTRACTOR TO FIELD ALTERATION OF THIS DOCUME T CEP BY Queensbury, NY 12804 292219-01
VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTALLATION. A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax