SEP-0559-2023 SEPTIC VARIANCE Office Use Only
Srl Permit#: �
_ • APPLICATI®N Permit Fee:
• Toi of jneensbury'
Invoice#: � 3
742 Bay Road,Queensbury,NY 12804
P:518-761-8256' 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:
The Arnold Lodge LLC
Contact Information: Joseph V. Arnold, Joseph V. Arnold, Jr.,
Property Owner(s): Judith Burkhard, &John Arnold-Members Owner's Agent: Hutchins Engineering PLLC
Address: 15 The Concourse Address: 169 Haviland Rd
Albany, NY 12203 Queensbury, NY 12804
Phone#: Phone#: (518)745-3070
Email: judith.burkhard@bbrown.com Email: lwdobie@hutchinsengineering.com _ a
Section 2: O = s
Site Information: `= ci
I 0 Ea
Site Address: 301 Cleverdale Rd, Queensbury, NY 12804 Tax ID#: 226.12-1-51115
m ;
Li)c. (
Directions to Site: rn
5-1
‘.8 Pfr;.)., L--zA
Section 3: 1
Distance from well on property to septic system (if applicable) 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 5:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? •Yes ❑ 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.): S 136-11 - Holding Tank Installation & 4000 gal volume instead of 3500 gal
Septic Variance Application Revised December 2021
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 Douglas & Susan Livingston
Address 303 Cloverdale Rd, Queensbury, NY 12804
Tax Map ID 226.12-1-7
South Name Tia & Harley Griffiths
Address 299 Cleverdale Rd, Queensbury, NY 12804
Tax Map ID 226.12-1-3
East Name Albert Freihofer
Address 300 Cleverdale Rd, Queensbury, NY 12804
Tax Map ID 226.12-1-85
West Name Mitchell Matthews
Address 64 Mason Rd, Queensbury, NY 12804
Tax Map ID 226.12-1-6
Section 9:
OWNER STATEMENT.
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
301 Cleverdale . 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.
Owner—Print Name: Judith Burkhard - Member, The Arnold Lodge LLC
Owner—Signature: jw.ithv3urkhardi Date:_9/5/2023
Section 10:
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 well,septic tank or leaching system less than the required feet from the
may increase the risk of pollution.
Neighbor/Tenant—Print Name:
Neighbor/Tenant-Signature: Septic Variance Application Date:
Revised December 2021
Section 11:
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: The Arnold Lodge LLC-Joseph Arnold, Joseph Arnold Jr, John Arnold &Judith Burkhard, Members
Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for •
Site Address: 301 Cleverdale Rd, Queensbury, NY 12804
Tax Map#: 226.12-1-5
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.
I, the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER—PRINT NAME: The Arnold Lodge LLC - Judith Burkhard, Member
OWNER—SIGNATURE: ,jU44 3L4tkhaYdi DATE:_9/5/2023
AGENT—PRINT NAME: Lucas W. Dobie, P.E.
AGENT—SIGNATURE. DATE: 44
Septic Variance Application Revised December 2021
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering PLLC Phone: (518)745-0307
Fax: (518)745-0308
September 6, 2023
Town of Queensbury Local Board of Health
742 Bay Road
Queensbury NY 12804
Re: The Arnold.Lodge LLC —
Joseph V. Arnold, Joseph V. Arnold, Jr., Judith Burkhard, John Arnold - Members
301 Cleverdale Road, Tax Map ID: 226.12-1-5
Septic Variances for new Holding Tanks Installation
Dear Supervisor Strough & Board Members:
This office represents The Arnold Lodge LLC with respect to holding tanks installation -at their 301
Cleverdale Road parcel. The existing on-site wastewater treatment system consists of a septic tank
with a failed absorption, as noted-,,by the Lake George Park Commission during their May 25, 2023
inspection. The outlet to the septic tank has been capped and the tank is being used as a temporary
holding tank.
Given the parcel's size, geometry and native soils, it would be very difficult to install a compliant
absorption field upon the parcel, therefore our clients propose to install (2) 2000-gallon holding tanks for
the new system.
Septic variances are requested for the Holding Tanks installation and for the sizing of the tanks
exceeding the Town's requirements (3500 gallons required, 4000 gallons proposed). All required
setbacks will be met for the tanks.
Enclosed please find 9 sets of submission packages. We respectfully request that this item be placed
upon the agenda of the next town board meeting. Please contact me with any questions that you may
have. Thank you for your assistance with the project.
Best Regard •
-
Lucas W. Dobie, P.E.
Associate/Partner—Design Engineer
Enclosures
C.c-Judi Burkhard —Member of The Arnold Lodge LLC
i
NEIGHBORING
226.12-1-7 RESIDENCE
LANDS N/F OF
DOUGLAS LIVINGSTON LAREPUTED
KE WATER
SUPPLY
NOTE: NO WELLS
ARE VISIBLE
WITHIN so, OF ---- --- ---
PROP. HOLDING TANKS -- - - —
® ■ ■ ®■ ■ �■�■ ■ ■ ®■ ■ ®E� ISTIN®L. FRO
M WARRE = OUNTY GIS _
226.12-1-6 0 GAL TRAFFIC RATED
LANDS N/F OF 7ANKCONNECTED
ONCRETE HOLDING
IN SERIES LAKE WATER
MITCHELL MATTHEWS 10' P.L. SETBACK (WIW) ®— — ® SUPPLY s
in
.3 0
® p
ma c DECK
.in
Z 3®BED O I W 3
a� o
y 'I RAGE Y) .�
a'rn
IZ
GRASSED -
DRIV \� GRASSED
i I
E CH-40 HOUSE SEWER ' �7�SED
-- y
1 / 4" PER FT. MIN. SLOPE DRIVE /
E
EXISTING ■P P.L. FROM EN COU GIS■ -_■ ■ ■ ®■ ■ �� ■ ■ _
■ ■ .�i■� ■--■ ��— ■
EXIST. SEPTIC TANK ■® _ ■ ■ �� ■ ®®■
& ABSORPTION AREA —
TO BE REMOVED
226.12-1-3
LANDS iV/F OF IVACANT .OT
HARLEY & TIA GRIFFITHS
Wastewater Replacement Plan
Sale: 1 " = 10'
Graphic Scale
10 0 5 10 20 40
(In Feet)
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 - 3500 GALS
- INSTALL (2) 2000 GAL TRAFFIC RATED
PRECAST CONCRETE HOLDING TANKS IN -SERIES
TO PROVIDE ADDITIONAL TIME BETWEEN PUMP OUTS
4000 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
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" SCH-40 PVC. INSTALL LEVEL BETWEEN OUTLET
PORTS OF TANKS.
BUILDING SEWER PIPE
PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM
SLOPE.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED,
MULCH, AND ESTABLISH TURF
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 85% CAPACITY, YELLOW WARNING
LIGHT INDICATING "TANK HIGH LEVEL" WILL BE ACTIVATED AND
AUDIBLE ALARM WILL SOUND.
WHEN LEVEL OF TANK REACHES 957. 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.
-EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
APPROXIMATE CAST IRON MANHOLE COVER APPROXIMATE CAST IRON MANHOLE COVER INSTALL CONTROL PANEL IN HOUSE NEXT TO
FINISHED GRADE W/WATERTIGHT INSERT, QTY. 2 FINISHED GRADE W/WATERTIGHT INSERT, QTY. 2 ELECTRICAL PANEL. ALL ELECTRICAL WORK
TO BE INSPECTED BY A CERTIFIED ELECTRICAL
PRECAST CONCRETE PRECAST CONCRETE INSPECTION AGENCY.
RISER RISER
12" MIN. COVER 12" MIN. COVER HOLDING TANK NOTES
a ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF
1/4" PER FT. 4" PVC SCH-40
THE NEW YORK STATE DEPARTMENT OF HEALTH AND
SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY
MIN. SLOPE HOUSE SEWER OUTLET OUTLET ..
INLET MAXIMUM LIQUID LEVEL 4" PVC MAXIMUM LIQUID LEVEL PALETTE STONE CORP.
INSTALL FLOAT SWITCHES TO
CONNECTOR PIPE OPERATE ALARM PANEL ALL STRUCTURES SHALL BE PLACED ON FIRM, CRUSHED
BUTYL SEALED AND 12" WIDE 16" AT INDICATED LEVELS. 95i CAPACITY
TOP TO BASE SEAM TO BE INSTALLED LEVEL 0 GAL) STONE BASE.
EXTERIOR BUTYL WRAP TO BE WARNINGO/HUT DOWN
S
PLACED AROUND THE PERIMETER INSTALL FLOAT SWITCHES WHERE HOLDING TANKS TO BE OF EXTRA HEAVY CONSTRUCTION
OF SEAM PRIOR TO BACKFILL ACCESSIBLE THRU RISER 85% CAPACITY ALARM ON DESIGNED FOR H-20 WHEEL LOADING.
(3400 GAL)
EXTERIOR OF TANKS TO BE 2000 GAL HEAVY DUTY - 1-PIECE TANK W/COVER 2000 GAL HEAVY DUTY - 1-PIECE TANK W/COVER HIGH LEVEL ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT.
COATED WITH ASPHALT TRAFFIC RATED PRECAST CONCRETE HOLDING TANK TRAFFIC RATED PRECAST CONCRETE HOLDING TANK ALARM ON TANKS SHALL BE OF ONE PIECE CONSTRUCTION SUCH
I EMERSION COATING - ° aj 1, THAT JOINTS ARE NOT LOCATED BELOW THE LIQUID LEVEL.
a
4" PVC INLETEXTERIOR "
TEE -BAFFLE r ,...dHALT
_ r .r ,..., •. <_, : ,r °.� � _ _ f_
,�.., , ,,.._ ,..c, ,..<:•_,.�._�_.,___•- .._,_.. ..1-_-- -'__._ �-__ , .,; ,...,i :, ,.-� :,: .. .. : ;` x-. fix--. EMERSION �OATINGSB� BOIL C�OMPANYATED I A UATH PSAFE OR
TAILPIECE TYP. EQUIVALENT
c r ! .. .T Y r._ d ._:( "! ! :"! x_..r �%< _T .,� _ ': _ ✓ _y.; .. ':.... i.-r : fi j .`� .>.-, •
J12" COURSE OF-112" COURSE OF TOP TO BASE SEAM TO BE BUTYL SEALED AND 12" WIDE
3/4-1-1 /2" STONE 3/4-1-1 /2" STONE EXTERIOR BUTYL WRAP TO BE PLACED AROUND THE
PERIMETER OF SEAM PRIOR TO BACKFILL.
HOLDING TANKS DETAIL
NTS
ER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY LINE HOUSE WATERCOURSE, WELL
WETLAND
I I �OI
10
50
10
cite 1.,.-nt:.,r.
Site Locatio
Dig OSafeiy.
NewOYork
M Call Before You Dig
[3 Wait The Required Time
El Confirm Utility Response
El Respect The Marks
D Dig With Care
$W0-962■%962 0 ISSUED FOR SEPTIC VARIANCE 91612023
www.digsatelynewyork.com
No. Revisions Date
WASTEWATER SYSTEM PLAN
HOLDING TANKS INSTALLATION
prepared for:
The Arnold Lodge LLO
301 Cleverdale Road
Town of Queensbury, County of Warren, State of New York
MAP REFERENCE: Date: 81412023
BASE MAP INFORMATION FROM WARREN COUNTY Drawn: HKB Checked: LWD Scale: NOTED
AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENT . 169 bury, nd Road
� cls, Queensbury, NY 12804 292209-01
LOCATIONS ARE APPROXIMATE. CONTRACTOR TO � ALL ALTERATION OF NS DOCUMENT EXCEPT BY (518) 745-0307 Phone
VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTALU, FIELD A LICENSED PROFESSIONAL ENGINEER IS A
"710N. V10LATION Of NYS EDUCATION LAW. Hutchins Engineering PLL (518) 745-0308 Fax
t7k,",
Sandy
Bau
r
LUL41 L►W I IvICIIJ
ivesgnvornow Map
VARIANCE REQUEST SUMMARY
THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY
SEWERS AND SEWAGE DISPOSAL ORDINANCE, CHAPTER 136:
SECTION 136-11 - HOLDING TANKS
PART A. - "HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED
FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH... "
- INSTALL (2) 2000-GAL HOLDING TANKS IN -SERIES
SECTION 136-11 B. (2) - HOLDING TANK SIZING
3-BEDROOMS - HOLDING TANK CAPACITY REQUIRED = 3500 GAL
- INSTALL (2) 2000-GAL HOLDING TANKS IN -SERIES,
4000 GALS TOTAL TO BE PROVIDED
SEP 0 b 2023
TOj�r�'t K Y�
ski c
PRELIMINARY,
FOR REVIEW ONLY,
NOT FOR CONSTRUCTION
TAX MAP # 226.12-1-5
SEPTIC DISPOSAL PERMIT
APPLICATION
Town (4ft i ans li�y
742 Bay Road, QueensburV, NY 12804
P: 518-761-8256 jvww lRggp,,
K—N&S tjr,vjlqt
Project Location: 301 Cloverdale Rd - Lake George
Tax Map#: 22 6.12-1-5
Office Use Only
Permit H: (t), 6
V "'
Permit Fee: $_JJ5 60
Invoice #: —(], Sy �
Septic Variance? 15tar- Nl4es
I -
Flood Zone? No
RESIDENCE INFORMATION: BUILDING I
Year Built Gallons # of bedrooms: X gallons per = total daily flow
per day bedroom
1980 or older
150
1981-1991
130
1992-Present
1 110
3
110
330
a— imbit- I
By: a4l-q
Garbage Grinder Yes No
Installed? (chooseone)1:1 Ifl
Spa or Hot Tub Yes No
Installed? (choose one) -, 1:1 E-1
PARCEL INFORMATION:
Topography ❑ Flat Rolling ❑ Steep Slope 1-3 % Slope
Soil Nature L Sand AM] Loam 0 Clay F] Other, explain:
Groundwater At what depth? 24"
Bedrock/impervious material At what depth? >24"
Domestic Water Supply [:] Municipal ❑ Well FM -]Lake
(if well or lake, water supply from any septic system absorption is
ft.)
Percolation Test Rate: per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:Two 2,000 gallon holding tanks connected in series
Tank size _gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot tub
System Absorption field w/#2 stone Total length ft.; Each Trench ft
Seepage Pit w/#3 stone How many - -------- - S - ize:
Alternative System Bed or other type:
IHolding Tank System Total required capacity? 3500 ; tank size (2) 2000
# of tanks 2
--- -- ------ - - ----- - ------ -------
Septic Application Revised July 2022
-
Name(s): The Arnold Lodge LLC
Mailing Address, C/S/Z: 15The Concourse, Albany, NY122U3
Cell Phone: Land Line:
En1aU:i
m
N me(s)The Arnold
Mailing Address, C/S/Z: 15 The Concourse, Albany, NY 12203
Cell Phone: (518)275-7221 Land Line:
Email: jburkhar@nycap.rr.com
E. Check if -- __- will -__p_.._—__ by p._p_'-" owner onl=='=^
Contact @@me(s): Gbme/ndunhiea-Doen Burdick
Contractor Trade: Excavation/ Installation
Mailing Add C/S/Z4305mYR] 50Saratoga
"Workers' Comp documentation must be submitted with this application"
0arne(s:MutUmo Engineering PLLC
Mailing Address, [/S/7. 1O9HavUandRd, Queensbury, NY 12804
Cell Phone: Land Line: (518)745'0307
Contact Person for Compliance in regards to this project: Dean Burdick - Stone Industries
Cell Phone: Land Line:
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.
��.
_+~c/ 4°m,°q~^~-*'
PRINT NAME: JudithBurkher -K8ombe5-TheArnold Lodge LLC
SIGNATURE:
-f DATE:9/3O/23
Septic Application Revised July 2022
.1OWN GF Q►UEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
24lan to scale
AReceived Deep hole perc test results from engineer/Architect if applicable
pp e (Town Approved Engineers and
Architects; June 30 to April 15 Town Engineer for unapproved Engineers and Architects)
All wells on property and adjacent properties shown
19Water line shown Municipal or well 10' separation to any part of system
Setback to property lines show 10' or more for any part of system
eptic tank and pump stations 10' from foundation 50' from any welt/lake/wetland 10' from any waterline
/ptic tank to foundation crawl space/ slab on grade, grade in crawl space must be above top of septic tank
for 0', Separation required (field verification required)
Lqe ptic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
/VvLeech Field 20' from foundation 14 from any well 10'. from water line
)V Seepage pit 150' from well 50' from septic tank
A'1`1;eepage Pits 3-times diameter apart
�� to and Pump stations over 30 gallons 50' from watercourse or wetland
distance from bottom of trench or system 24" to bedrock or mottling 36" within 1000' of Lake George
d�tLeech field 100' from watercourse or wetland
�( oe of mound or bottom of retaining wall 10' from property line 100' from well 20' from
Foundation
16Provide Engineer/Arch'yt�tm�
or bed or design systems
Department of Health Approval for all mobile home park new systems Flood Plain requirements
above established flood elevation to bottom of system
All tanks anchored or 2' above flood elevation
0
I
I '
I
I NEIGHBORING
226.1 Z-1-7 RESIDENCE
' LANDS N/F OF
' DOUGLAS LIVZNGSTON REPUTED
I LAKE WATER
SUPPLY
NOTE% NO WELLS
ARE VISIBLE
WITHIN 50' OF
PROP. HOLDING TANKS
or
is
■ ........�.. ■ ■ •.era.. ■ ■ nuan,
226.12-1-6 ■7M CAL TRAFRC RATED
LANDS N F OF R7-1
ST CONCRETE HOLDING____J
ACONNECTED IN SERIES LAKE WATER
MITCHELL MATTHEWS tat
, r — — —lo. P . sE1 K�WI�v _ _ - � � _ _ SUPPLY ■
p p i i
DECK
It
O
i Oo .�
l o
4'41� 3-6ED y
.1 Roo
GARAGE M
o ENCE �►'� g
GRASSED—
RII /E -40 HOUSE SEWER GRASSED l ,
— — — ■ ■ aaaa•■ is ■ Nassau ■ ■ sasss� ■ ■ 'PER F f. MIN. SLOP
�-�R1'VE ■
E�STING P.L. FROM WARREN COUNTYGIS � ■ —■ ■ ■ �� ■ ■ ■ auaf�
E�QST. SEPTIC TANK -■ .� =a" in ■ ■■■iaa ■ ■
& ABSORPTION AREA
I TO BE REMOVED i
i
226.12-1-3
j LANDS N/F OF IIVACAWLOTI
I HARLEY & TIA GRIFFITHS
Wastewater Replacement Plan
I Scale: 1►' = 10'
I
Graphic Scale
10 0 5 10 20 40
(In Feet)
APPROXIMATE CAST IRON MANHOLE COVER APPROXIMATE CAST IRON MANHOLE COVER
FINISHED GRADE WIWATER77GHT INSERT, QTY, 2 FINISHED GRADE WIWATER71GHT INSERT, QTY. 2
PRECAST CONCRETE PRECAST CONCRETE
RISER RISER
114" PER FT.
12" MIN. COVER `
4" PVC SCH-40 ;; `.. .. ,
HOUSE SEWER
INl FT 7 MAXIMUM LIQUID LEVEL
e,- TO BASE SEAM TO
BUTYL SEALED AND • Ml
EXTERIOREXTERIOR BUTII WRAP TO BE
PLACED AROUND THE PERIMETER
OF SEAM PRIOR TO BACKRLL
•' BOTTOM,
OTANKSF TO :
EMERSION COATING
MANUFACTURER
40 PVC INLET -
TEE -BAFFLE &
TAILPIECE (TYR)
1: OUTLET
12" MIN. COVER `
OUTLET
CONNECTOR PIPE
16" INSTALLED LEVEL
e ,
2000 GAL HEAVY DUTY - 1-PIECE TANK W/COVER
TRAFFIC RATED PRECAST CONCRETE HOLDING TANK •`
a!
12" COURSE OF-
3/4-1-1/2- STONE
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 - 3500 GALS
- INSTALL (2) 2000 GAL TRAFFIC RATED
PRECAST CONCRETE . HOLDING TANKS IN -SERIES
TO PROVIDE ADDITIONAL 71ME. BETWEEN PUMP OUTS
4000 GALLONS OF STORAGE 7D 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
12" COURSE OF
3/4-1-1/2- STONE
HOLDING TANKS DETAIL
NIS
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 85X CAPACITY, YELLOW WARNING
LIGHT INDICATING "TANK HIGH LEVEL" WILL BE ACTIVATED AND
AUDIBLE ALARM 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 TD DISABLE WATER SUPPLY TO BUILDING UPON REACHING
"TANK SHUTOFF LEVEL".
SYSTEM WILL RESET AFTER HOLDING TANK IS PUMPED DOWN TO
BELOW THE ACTUA71ON 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.
MAXIMUM LIQUID LEVEL
INSTALL FLOAT SWITCHES TO
OPERATE ALARM PANEL
AT INDICATED LEVELS.
INSTALL FLOAT SWITCHES WHERE
ACCESSIBLE THRU RISER
2000 GAL HEAVY DUTY - 1-PIECE TANK W/COVER
TRAFFIC RATED PRECAST CONCRETE HOLDING TANK
SYSTEM MATERIAL SPECIFICATIONS
R4CKFILL MATERIAL
BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO
PARTICLES GREATER THAN 2"
HOLDING TANK CONNECTOR PIPE
PIPING TO BE 4" SCH-40 PVC. INSTALL LEVEL BETWEEN OUTLET
PORTS OF TANKS.
BUILDING SEWER PIPE
PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM
SLOPE.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED,
MULCH, AND ESTABLISH TURF.
VARIANCE REQUEST SUMMARY
THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY
SEWERS AND SEWAGE DISPOSAL ORDINANCE, CHAPTER 136:
SECTION 136-11 - HOLDING TANKS
PART A. - "HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED
FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH... "
- INSTALL (2) 2000-GAL HOLDING TANKS IN -SERIES
SECTION 136-11 B. (2) - HOLDING TANK SIZING
3-BEDROOMS - HOLDING TANK CAPACITY REQUIRED = 3500 GAL
- INSTALL (2) 2000-GAL HOLDING TANKS IN -SERIES,
4000 GALS TOTAL TO BE PROVIDED
EXTERIOR .WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS 7GHT.
INSTALL CONTROL PANEL IN HOUSE NEXT TO
ELECTRICAL PANEL. ALL ELECTRICAL WORK
TO BE INSPECTED BY A CERTIFIED ELECTRICAL
INSPECTION AGENCY.
95X CAPACITY
(3800 GAL)
WARNING/SHUT DOWN
85% CAPACITY
ALARM ON
(3400 GAL)
HIGH LEVEL
ALARM ON
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.
ALL STRUCTURES SHALL BE PLACED ON FIRM, CRUSHED
STONE BASE.
HOLDING TANKS TO BE OF EXTRA HEAVY CONSTRUCTION
DESIGNED FOR H-20 WHEEL LOADING.
ALL JOINTS MUST BE SEALED WITH BUM SEALANT.
TANKS SHALL BE OF ONE PIECE CONSTRUCTION SUCH
THAT JOINTS ARE NOT LOCATED BELOW THE LIQUID LEVEL
EXTERIOR (TOP. BOTTOM. ALL SIDES) OF TANKS TO BE
COATED WITH ASPHALT EMERSION COATING. BAY OIL
COMPANY AQUA SAFE OR EQUIVALENT.
TOP TO BASE SEAM TO BE BUM SEALED AND 12- WIDE
EXTERIOR BUTYL WRAP TO BE PLACED AROUND THE
PERIMETER OF SEAM PRIOR TO BACKFILL.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY LINE
HOUSE
WATERCOURSE,
WELI-
WEXAND
SEPTIC TANK
10'
10'
50'
50'
ABSORPTION FIELD
(TOE OF FILL)
10'
20'
100'
100,
Site Loc do
as,r�.�aa�.v�■ ■-��r
►veignoornooa Map
Town of Queensbury Local Board of Health Approval Resolution
RESOLUTION APPROVING THE ARNOLD LODGE LLC'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: BOH 56, 2023
INTRODUCED BY: Mr. Harrison Freer
WHO MOVED ITS ADOPTION
SECONDED BY: Mr. Anthony Metivier
WHEREAS, The Arnold Lodge LLC (Applicant) filed an application for variances from
provisions of the Town of Queensbury On -Site Sewage Disposal Ordinance, Chapter 136, f 136-1 t
which requires applicants to obtain a variance for a holding tank and a variance f=n f136-11A as
the Applicant wishes to install two (2) 2,000 gallon capacity concrete septic holding tanks as 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 301 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, September 25u'; 2023, 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
I. 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,
MAP REFERENCE:
BASE MAP INFORMATION FROM WARREN COUNTY GIS,
AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS. ALL
LOCATIONS ARE APPR0XIMA7E CONTRACTOR TO FIELD
VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTAUA71ON.
Dig (Safely.
New/.York
■ Ca-10—fora You DIB
■ Waft The Reepdred Time
■ Confirm Utll@y Response
■ RespectThe Marks
■ Mg WRh Cara
8M962■%96Z
rrrw
RESOLVED, that the Local Board of Health hereby approves the application of The Arnold
Lodge LLC for variances from the Sewage Disposal Ordinance to allow installation of two (2)
2,000, gallon capacity concrete septic holding tanks as 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 301
Cleverdale Road in the Town of Queensbury and bearing Tax Map No: 226.12-1-5, 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 b*qQ, "ZI, �FURY
notice to the Adirondack Pads Agency and shall be subject to review*l&Bl)4 ft*A NT
Agency during such period.
Based on our limited examination, compliance
With our comments shall not be construed as
indicati,19 the plar:s and specifications are in
full compliance W t;; the ui!di ng. Codes of
Dulyadopted this 25t° der of f io Yore t;%te'
p y September, 2023, by the o owrng voi8.
AYES Mr. Freer, Mr. McNulty, Mr. Strough, Mr. Metivier
NOES : None -TOWN OF QUEENSBURY
ABSENT: Mr. Ferone
1, Colleen Rathbun, Deputy Town Clerk of the Town of Qug"I , Daja D E P T.
do hereby certify that I have compared the foregoing with 1 ti as list v
adopted at a regular meeting of the Town Board of the Town d
� n
September 2023 at which a quorum was present and that the a r' t_ ,t .
and of the whole original thereof to date. 15M6 c ° c
IN WITNESS THEREOF, I have hereto set my hand and the SEAL of said Town of Queensbury,
this 26t° day of September, 2023.
SEAL SIGNED:
Colleen Rathbun
Deputy Town Clerk Y
Town of Queensbury FILE COP
226.12-1-5 SEP-0559-202
The Arnold Lodge
301 Cleverdale Road
Septic Variance/Alteration
TAX MAP # 226.12-1-5
( i -
-_I VARIANCE REQUEST SUMMARY 5 �R
THE FOLLOWING ; \
I WING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY
j SEWERS AND SEWAGE DISPOSAL ORDINANCE, CHAPTER 136:
NEIGHBORING
�1 b w,�
226.12-1-7 RESIDENCE SECTION 136-11 - HOLDING TANKS - ' r
r , s af= /
LANDS N/F OF ��� r ,.
PART A. - HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED
DOUGLAS LIVINGSTON REPUTED '
FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH..."
v '
LAKE WATER
; s k '
SUPPLY !
Dye I NOTE:NO WELLS
TANK ALERT EZ ALARM PANELS s �a .,, .;
ARE VISIBLE - �� ��,; �b / : . ,:.
- INSTALL (2) 2000 GAL HOLDING TANKS IN-SERIES
(1ST FOR HIGH LEVEL ALARM, :
o WITHIN 50 OF k
2ND FOR 95!o CAPACITY ALARM ' S ,� � �� ' n
PROP.HOLDING TANKS �' � v
&W ATER SHUTOFF SOLENOID
�
VALVE ACTUATION . . .�„� . . SECTION 136-11 B. 2 - HOLDING TANK SIZING
noun, �m 1
■ �e ■ ��E�I�N�.L.,RO M WARREN COUNTY GIS _ —
3-BEDROOMS HOLDING TANK CAPACITY REQUIRED - 3500 GAL v
y■ � ! � � / at wn� W
226.12-1-6
LANDS N F OF
TRAFFIC RATED TAR COATED
RECAST CONCRETE HOLDING LAKE WATER INSTALL (2) 2000 GAL HOLDING TANKS IN SERIES, �,. r
MITCHELL MATTHEWS — _ion P L.sEreacK(WjW TANK CONNECTED IN SERIES SUPPLY 4000 GALS TOTAL TO BE PROVIDED Site Location
- - - - � _ Location Map
- r f
RECORD DRAWING
Q■ .� INSTALLATION DATES: 10125-3012024 �
o DECK INSPECTION DATES: 1013012024 & 1111412024 Bey
x61
— I
=1 ■0 0 INSTALLED BY - STONE INDUSTRIES a
3..
U-11
a G v� BFDRoo s t'►
"I GE Al RECORD DRAWING DIMENSIONS TABLE RECORD DRAWING NOTE: Bay '
O RESr�
A ':NC a ■z A REPRESENTATIVE OF OUR OFFICE VISITED THE S17E
■ C n'
L __ _____ � ( DURING CONSTRUCTION AND IT IS MY OPINION THAT a $g
_ c O CORNER "A" CORNER "B"
— — a THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE
' _ — ,
■ WITH THE APPROVED PLAN AND THIS RECORD
■ \ _ _ _ ■y S.T. 1 INLET PORT 16 22.7 E
v DRAWING. FINAL RE-VEGETATION IS ONGOING.
■ SSED \ s T° 1 OUTLET PORT 16.8 16.7
a -
, LUCAS W. DOBIE, P.E.
DR,rVE \\ GRASSED � S T° 2 INLET PORT 22 17.5 11/15/2024 Site Locatio� �_ —. . . CH-40 HOUSE SEWER ■ S T. 2 OUTLET PORT 30.2' 26.T
�— Neighborhood Map
_ � 1(4 PER FT.MIN.SLOPE DRIVE � ■
EXISTING P.L.FROM WARREN COU GIS —! ��
! 0 mow"
EXIST.SEPTIC TANK&ABSORPTION AREA
THAT WAS REMOVED Town own of Queensbury Local Board of Health Approval Resolution
I
226.12-1-3
LANDS N/F OF
VACANT LOT
RESOLUTION APPROVING THE ARNOLD LODGE LLC'S
0 APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLVED,that the Local Board of Health hereby approves the application of The Arnold
i RAREFY& TIA GRIFFITHS
RESOLUTION NO.:BOH 56,2023 Lodge LLC for variances from the Sewage Disposal Ordinance to allow installation of two (2)
Wastewater Replacement Plan I INTRODUCED BY: Mr,Harrison Freer 2,000 gallon capacity concrete septic holding tanks as a replacement septic system, for a total
= 10` WHO MOVED ITS ADOPTION capacity of 4,000 gallons,in lieu of the required 3,500 gallon capacity on property located at 30t
Scale: 1
SECONDED BY: Mr.Anthony Metivier Cleverdale Road in the Town of Queensbury and bearing Tax Map No: 226.12-1-5,and
Graphic Scale
1 10 0 5 10 20 40 I WHEREAS,The Arnold Lodge LLC (Applicant) filed an application for variances from BE IT FURTHER,
provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance,Chapter 136,§136-11
which requires applicants to obtain a variance for a holding tank and a variance from§136-1 IA as RESOLVED,that the Town Board authorizes and directs the Town Clerk to forward by
(In Feet) the Applicant wishes to install two (2)2,000 gallon capacity concrete septic holding tanks as a certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review,and
EXTERIOR WEATHERPROOF JUNCTION BOX replacement septic system,for a total capacity of 4,000 gallons,in lieu of the required 3,500 gallon
(IF NECESSARY). SEAL CONDUIT GAS TIGHT. capacity on property located at 301 Cleverdale Road in the Town of Queensbury,and BE IT FURTHER,
APPROXIMATE CAST IRON MANHOLE COVER APPROXIMATE CAST IRON MANHOLE COVER INSTALL CONTROL PANEL IN HOUSE NEXT TO
FINISHED GRADE WIWATERTTGHT INSERT, QTY. 2 FINISHED GRADE WIWATER71GHT INSERT, QTY. 2 ELECTRICAL PANEL. ALL ELECTRICAL WORK RESOLVED,that this approval
TO BE INSPECTED BY A CERTIFIED ELECTRICAL WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's pp oval Resolution shall not be effective until 30 days after such
PRECAST CONCRETE PRECAST CONCRETE INSPECTION AGENCY. 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
RISER RISER o, Agency during such
variance requests on Monday,September 25 ,2023,and g y g period.
p WHEREAS,the Town Clerk's Office has advised that it duly notified all property owners
12" MIN. COVER 12" MIN. COVER Duly adopted this 251"day of September,2023,by the following vote:
within 500 feet of the subject property,
AYES Mr.Freer,Mr.McNulty,Mr.Strough,Mr.Metivier
NOES None
114" PER FT. 4„ PVC SCH-40 d'
MIN. SLOPE HOUSE SEWER ° OUTLET OUTLET ° ° NOW,THEREFORE,BE IT ABSENT: Mr.Ferone
INLET MAXIMUM LIQUID LEVEL 4" PVC MAXIMUM LIQUID LEVEL I,Colleen Rathbun,Deputy Town Clerk of the Town of Queensbury,Warren County,New York,
RESOLVED,that
CONNECTOR PIPE INSTALL FLOAT SWITCHES TO do hereby certify that I have compared the foregoing with the original resolution as Listed above
TOP TO BASE SEAM TO BE OPERATE ALARM PANEL adopted at a regular meeting of the Town Board of the Town of Queensbury held on the 25`" day of
BUTYL SEALED AND 12" WIDE 16" INSTALLED LEVEL 95% CAPACITY September 2023 at which a quorum was present and that the same is a correct transcript therefrom
AT INDICATED LEVELS.
EXTERIOR BUTYL WRAP TO BE � (3800 GAL) I. due to the nature of the variances,the Local Board of Health determines that the and of the whale original thereof to date. r
PLACED AROUND THE PERIMETER ° INSTALL FLOAT SWITCHES WHERE WARNINGISHUT DOWN variances would not be materially detrimental to the purposes and objectives of this IN WITNESS THEREOF,I have hereto set my hand and the SEAL of said Town of Queensbury,
OF SEAM PRIOR TO BACKFILL ACCESSIBLE THRU RISER 859 CAPACITY ALARM ON Ordinance or other adjoining properties nor otherwise conflict with the purpose and this 26rh day of September,2023. u
° (3400 GAL)
EXTERIOR (TOP, BOTTOM, ALL ° 2000 GAL HEAVY DUTY - 1—PIECE TANK W/COVER ' 2000 GAL HEAVY DUTY — 1—PIECE TANK W/COVER HIGH LEVEL objectives of any Town plan or policy;and
SIDES) OF TANKS TO BE TRAFFIC RATED PRECAST CONCRETE HOLDING TANK TRAFFIC RATED PRECAST CONCRETE HOLDING TANK ALARM ON 2. the Local Board of Health finds that the granting of the variances is necessary for the SEAL SIGNED: _ �``�—
COATED W17H ASPHALT -- —
< . a ° reasonable use of the land and are the minimum variances which would alleviate the Colleen Rathbun
EMERSION COATING BY e a Deputy Town Clerk
specific unnecessary hardship found by the Local Board of Health to affect the
° °
MANUFACTURER , . , - ,..° ,.;_ ... ' ,..- ,_° ..,.. ,.,.. .. .... _ :` °, Town< .,. ,r< ., . �< �< << ., << ,, c v .. << ,. .. .. ,.�✓ e 1 of Queensbury
f�.. �
. . . .. , .. ,. s. ., .. ,. . _. \.. .. :C..: .._. .L., :-._, , ._. ,.... ,\.. .. . .C... .C.. C.., :.> .<... ..J --7 "'J C:; .7- ,C: �' •C... ..j' .._7P 7 -.� .7,., ;P.
4"
PVC INLET---IHOLDING TANK NOTES
, ,�., ., �., �. s ., <.. .., �., ,., _., .. ,. ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓<;, i _✓ ✓. � s✓
<
R,... Y.. ... ...q d .€ ....F .. ..... ...✓' Y . Y �' Y „$ y..:.a J,..; := j,_,., /., /.. r:.. J'.< 7..- e t_: i:,-.
TEE BAFFLE & . . ........ . .... . .. ... .. .. . _. . ._ ....._. _ ..._ C-
TAILPIECE (TYP.) ✓ ✓ ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF BE ITFURTI-IER,
THE NEW YORK STATE DEPARTMENT OF HEALTH AND
12" COURSE OF 12" COURSE OF SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY
3/4-1-1/2" STONE 3/4-1-1/2" STONE PALETTE STONE CORP. 3
HOLDING TANKS DETAIL ALL STRUCTURES SHALL BE PLACED ON FIRM, CRUSHED
NTS STONE BASE. TAX MAP # 226.12-1-5
HOLDING TANKS TO BE OF EXTRA HEAVY CONSTRUCTION
HOLDING TANK SIZING HOLDING TANK ALARM NOTES SYSTEM MATERIAL SPECIFICATIONS DESIGNED FOR "-2° WHEEL L°A°I"G Dig Safely.
3-BEDROOM RESIDENCE ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO, BACKFILL MATERIAL ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. New ®York
WATER SAVING FIXTURES - INSTALL NEW FIXTURES AS NEEDED MODEL TAEZ-01HDUO, ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO TANKS SHALL BE OF ONE PIECE CONSTRUCTION SUCH IM Cali Before You Dig(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) FOLLOWING MONITORING AND CONTROL FUNCTIONS: THAT JOINTS ARE NOT LOCATED BELOW THE LIQUID LEVEL III Wait The Required Time PARTICLES GREATER THAN 2" Confirm Utility Response 2 RECORD DRAWING 11�15/2024
DESIGN FLOW - 110 GPD/BEDROOM Respect The Marks 1
WHEN LEVEL OF TANK REACHES 85% CAPACITY, YELLOW WARNING HOLDING TANK CONNECTOR PIPE EXTERIOR (TOP, BOTTOM, ALL SIDES) OF TANKS TO BE ®Dig With Care ISSUED FOR SEPTIC PERMIT 101212023
SYSTEM DESIGN FLOW - 330 GPD LIGHT INDICATING "TANK HIGH LEVEL" WILL BE ACTIVATED AND PIPING TO BE 4" SCH-40 PVC. INSTALL LEVEL BETWEEN OUTLET COATED WITH ASPHALT EMERSION COATING BAY OIL 800-962■7962 0 ISSUED FOR SEPTIC VARIANCE 9/6/2023
NYSDOH MINIMUM SIZING - 5-DAYS DESIGN FLOW - 1650 GALS AUDIBLE ALARM WILL SOUND. PORTS OF TANKS. COMPANY AQUA SAFE OR EQUIVALENT www.digsafelynewyork.com
N o. Revisions Date '
TOWN OF QUEENSBURY REQUIRED HOLDING TANKS CAPACITY - 3500 GALS WHEN LEVEL OF TANK REACHES 95q CAPACITY, AUDIBLE ALARM WILL BUILDING SEWER PIPE TOP TO BASE SEAM TO BE BUTYL SEALED AND 12" WIDE
- INSTALL (2) 2000 GAL TRAFFIC RATED SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM EXTERIOR BUTYL WRAP TO BE PLACED AROUND TT-IE WASTEWATER SYSTEM PLAN
" PERIMETER OF SEAM PRIOR TO BACKFIL
SLOPE. L � I �PRECAST CONCRETE HOLDING TANKS IN-SERIES LEVEL". , V�.
TO PROVIDE ADDITIONAL 71ME BETWEEN PUMP OUTS TOPSOIL soQ� � r �° ® HOLDING TANKS INSTALLATION
4000 GALLONS OF STORAGE TO BE PROVIDED SOLENOID VALVE OR EQUIVALENT ELECTRICAL INTERLOCK SHALL BE PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, M prepared for:
INSTALLED TO DISABLE WATER SUPPLY TO BUILDING UPON REACHING MULCH, AND ESTABLISH TURF. pm The Amold Lodge LLC
-POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY TANK SHUTOFF LEVEL". WASTEWATER SYSTEM SETBACK REQUIREMENTS t g
t�{ 1 301 Cleverdale Road
SYSTEM WILL RESET AFTER HOLDING TANK IS PUMPED DOWN TO STREAM, LAKE, °' Town of Queensbury, County of Warren, State of New York
-SOLENOID VALVE OR EQUIVALENT ELECTRICAL INTERLOCK TO BE BELOW THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM. PROPERTY LINE HOUSE WATERCOURSE, WELL 0 Oa
INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER SUPPLY TO WETLAND A 56
MAP REFERENCE: ;90FL'SSiO� Drawn: HKB Checked:LWD Scale: NOTED Date: 8/4/2023
HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ON PANEL AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION SEPTIC TANK 10' 10' 50' 50' BASE MAP INFORMATION FROM WARREN COUNTY GIS, 169 Haviland Road
AGENCY IS REQUIRED AFTER INSTALLATION. ELECTRICAL INSPECTION ABSORPTION FIELD AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS. ALL ALTERATION OF THIS DOCUME C T BY Queensbury, NY 12804 nQ Q SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL. (TOE OF FILL) 10 20 100 100 LOCA71ONS ARE APPROXIMATE: CONTRACTOR TO FIELD A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone 292209-01
VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTALLATION. VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax