2.3 2.3
WASTEWATER-SEWER\SetPH\Gifford Kittredge Geiser Holding Tank Replacement System—In APA-11-6-2023
RESOLUTION SETTING PUBLIC HEARING ON
SEWAGE DISPOSAL VARIANCE APPLICATION OF
GIFFORD, KITTREDGE AND GEISER FAMILIES
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, Sally Gifford, the Nancy K. Geiser Irrevocable Trust, Audrey Kittredge and
Ashley Kittredge (Applicants) have 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 system, as the
Applicants wish to replace a substandard onsite septic system by installing a holding tank system
consisting of two (2) holding tanks each with a 2,000 gallon capacity, thus meeting the required total
capacity of 4,000 gallons, on property located at 9 Duncan Cove, Cleverdale 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, November 20"', 2023 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Sally Gifford, the Nancy K. Geiser Irrevocable Trust, Audrey Kittredge and
Ashley Kittredge's sewage disposal variance application concerning property located at 9 Duncan
Cove, Cleverdale in the Town of Queensbury (Tax Map No.: 226.16-1-4) 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 6t'day of November, 2023,by the following vote:
AYES
NOES
ABSENT:
169 Haviland Road
Queensbury, Z30 4 S
Hutchins Engineering PLLC Phone: (5 6f 307 s�
Fax: (5 45-030 ),
cv .REctiva
2 5 2023
October 25, 2023
QUEENSBURY i;
Town of Queensbury Local Board of Health OLERKS OFFICE b
742 Bay Road _ `figPZV
Queensbury NY 12804 E
Re: Gifford, Kittredge & Geiser families
Sally Gifford, Nancy K. Geiser Irrevocable Trust, Audrey Kittredge &Ashley Kittredge
9 Duncan Cove, Cleverdale, Tax Map ID: 226.16-1-4
Septic Variances for new Holding Tanks Installation
Dear Supervisor Strough & Board Members:
This office represents the Gifford, Geiser & Kittredge Families with respect to holding tanks installation
at their 9 Duncan Cove, Cleverdale parcel. The existing on-site wastewater treatment system consists
of two septic tanks (one is metal) with a substandard absorption field, as noted by the Lake George
Park Commission during their May 22, 2023 inspection.
Given the parcel's size, geometry and native soils, it would be very difficult and costly 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; 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 Regards,
Lucas W. Dobie, P.E.
Associate/Partner—Design Engineer
Enclosures
C.c—Sally Gifford, Nancy Geiser, Ashley Kittredge, Ashley Kittredge
•
4 ti SEPTIC VARIANCE Office Use Only
Iz't Permit#:
• APPLICATION Permit Fee:$
Town of Crmnxnsbury
Invoice#:
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.queensburv.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: Sally Gifford, Nancy K. Geiser Irrevocable Trust,
Property Owner(s): Audrey Kittredge and Ashley Kittredge Owner's Agent: Hutchins Engineering PLLC
Address: Sally Gifford: 76 Cambridge St Address: 169 Haviland Rd
Manchester, CT 06042 Queensbury, NY 12804
Phone#: Phone#: (518)745-3070
Email:sally_kitt@hotmail.com,susangeiser@comcastnet,dashakiltredge@gmail.com LWDobie@hutchinsengineering.com
Email:
audreykkittredge@gmail.com,geiserjulie@gmail.com,stevengeiser12@gmail.com
Section 2:
Site Information:
Site Address: 9 Duncan Cove, Cleverdale - Lake George Tax ID#: 226.16-1-4
Directions to Site: Cleverdale Rd, Left on Gunn Ln, Right on Duncan Cove
Section 3:
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 ElNo •
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.): Section 136-11 - Holding Tanks
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 William Wells, MD, Barbara D'Agostino
Address 11 Duncan Cove, Cleverdale
Tax Map ID 226.16-1-5
South Name Robert Glenning Rev. Trust, Elizabeth Glenning Rev. Trust
Address 5 Duncan Cove, Cleverdale
Tax Map ID 226.16-1-3
East Name Matthew Parisi
Address 10 Duncan Cove, Cleverdale
Tax Map ID 227.13-2-1
West Name
Address
Tax Map ID
Section 9:
OWNER STATEMENT
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.
Owner—Print Name:
Owner—Signature: Date:
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: Date:
Septic Variance Application 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: Sally Gifford,Susan Geiser: Nancy K. Geiser Irrevocable Trust,Audrey Kittredge,Ashley Kittredge
Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for
Site Address: 9 Duncan Cove, Cleverdale, NY 12820
Tax Map#: 226.16-1-4
Engineering Fee Disclosure:Applications,may be referredto 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: Sally Gifford, Susan Geiser, Audrey Kittredge, Ashley Kittredge
OWNER SIGNATURE- off it, 'Lek DATE: /0I o/z3
AGENT—PRINT NAME: Luca A Dobie, P.E.
AGENT—SIGNATURE: DATE:474*
Septic Variance Application 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: Sally Gifford, Susan Geiser: Nancy K. Geiser Irrevocable Trust,Audrey Kittredge,Ashley Kittredge
Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for
Site Address: 9 Duncan Cove, Cleverdale, NY 12820
Tax Map#: 226.16-1-4
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: Sally ifford, Susanr Geiser, Audrey Kittredge, Ashley Kittredge
OWNER—SIGNATURE: At- (Tel. ).e/1 ' ► , 4-e-e. DATE: iO1? 12�
AGENT—PRINT-NAME: Lucas 1 - Do le, RE.
AGENT—SIGNATURE. �Aj�'� �e- DATE: 10
Septic Variance Application 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: Sally Gifford, Susan Geiser: Nancy K. Geiser Irrevocable Trust, Audrey Kittredge, Ashlc
kerc
girris
Designates: Hutchins Engineering PLl as agent regarding the Septic Variance for
Site Address: 9 Duncan Cove, Cleverdale, NY 12820
Tax Map#: 226.16-1-4
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: Sally Gifford, Susan Geis Audrey Kittredge)shley Kittredge
OWNERSIGNATURE DATE: Oct.23 2023
AGENT—PRINT NAME: Lucas W. P.E.
AGENT—SIGNATUR DATE: P
Septic Variance Application Revised December 2021
-
� s��`�3� �- _�'���� as agent regart�tng tie�eptt �lartahe f�r��
aaw;.,'«
asMon
,b.a.,:.s.
z
e oislosure ,4ppltcat�ons xnay be referred to the town consulting engineer foz rve
�A �t raia ,etc as determtned by the Town Board of Heatth i=ees fir en ineerrrtget e
r �
a�d�gedt-ecttj�to the applicant
o i ttort fog site lttstts: y signing this page and submitting the application t�iateriats attached
� ptcan and his/lei/theftagent hereby authartze the Town Board;of Health,butte3tng nts�cid a� �'
rcmen }flfficers and Toiivn Engineer to enter the subject properties for the purpose of reutewtn �tte
� � a
atioo suiarritted '
e e W&e other; errrtits may, vl
be required for eonstriaction or alteration activity subsequent yto appro to
� eToYn Board cif F1�ealth. lt`is the appticant'sresponsibrlity tg obtain any addtrionat permits
f ciat lUloetinMinutes Disclosure:1t is the practice of the Town Board of Health to have a designate 5,
r ro
stenographer tape record the proceedings of the'meetings resulting fromhe.appticatton,and that they
a ates transcribe#from those tapes constitute the official rec'or of att proceedings. tf there is a dtscrep
� r
aetween such record`and the handwritten m in utes taken by the'designated stenographer,the handwritten
riinutes shall be deemed the official record.
�h undersigned, have thoroughly,read and understand the instructions forsubmissi' agree
tssionrequirements and completed checklist:
�r ti Salty Gifford, Susan Geiser, Audrey Kitt e Ashie K3ttred
y
Y
. IiVT IIANtE
' � =•�S�CNAT�URE DAT � ��� 4�
,ri ��'� s"`�' r ^x. s s ; s°,•x�, 2`�,�*rF'�"�`e`z a���,,,,2"S"E,vz`�"; �r � ,�" ."
WATER SUPPLY NOTE:
IT IS REPUTED THAT, OTHER THAN
PARCEL 227.17-1-23, ALL PARCELS
SHOWN HAVE LA WATER SUPPLIES AND
NO raw ARE VISIBLE wnxw 50'
OF PROPOSED HOLDING TANKS
�j
EXI LNG
NEIGH ORING
`• ` RESIDIV(E
l
1
1 I 1
/ ANK & PUMP STATION TO
SE PUMPED & REMOVED
RECENTLY INSTALLED
PUMP TO BE CLEANED
f RETURNED TO OWNS
1 rz
f �Iv
V' PVC SCH-Q HOUSE SEWER,
55 LFf, CONNECT TO EXIST
4 CAST IRON HOUSE SEWER,
I 4" PER FT. MIN. SLOPE,
INV. i = 323.
INV. 2 = 322.4 /
SUPPLY WATERLINE, MAINTAIN 1W
MIN. SETBACK FROM HOLDING TANKS
& W I W PIPING, PROVIDE IV' MIN.
VERTICAL SEPARATION AT CROSSING
PROP. (2) 2000 GAL 1-P
PRECAST CONCRETE HOLDING T11
W i ANTI -FLOATATION I
EXTENSIONS, IN-SEV
WITH CAST IRON FRAMES
COVERS ON INLET & OUTLET P(
rawr..�nav�n� ar„
kMERTO PREVENT VEH7
TRAFFIC UPON HOLDING
KS
B
.Sr
4D
!Si
A
1KS
50 LFt, CONNECT TO mm
BLDG SEWER
I W, PER FT. MIN. SLOPI
INV.1= 3251
INV. 2 = 322.21
..nav a . a-,r ■ �� va.a- ■ i
ANK TO SE REMOVED
ABWRMQTA FIELD
. TO SE ABANDONED
MAP REFERENCES:
1. SOUTHEASTERLY NEIGHBORING BOUNDARY INFORMATION FROM MAP OF A
TOPOGRAPHIC SURVEY MADE FOR SARAH JANE SCHLESINGER & KAREN
LOUISE SCHLESINGER,- IN THE TOWN OF QUEENSBURY, WARREN COUNTY,
NEW YORK. DATED SEPTEMBER 2, 2015. PREPARED BY VAN DUSEN &
SIEVES LAND SURVEYORS.
2. BASE MAP INFORMATION FROM WARREN COUNTY GIS, AERIAL
PHOTOGRAPHY, AND FIELD MEASUREMENTS. 7HIS IS NOT A FIELD
PLAN REFERENCES:
1. WASTEWATER LOCA71ON FOR LANDS N1'F OF MASSER FROM 'WASTEWATER
HOLDING TANK INSTALLA71ON PREPARED FOR RICHARD & KAREN
MASSER," DATED AUGUST 3, 20OZ LAST REVISED JUNE 2, 2008.
PREPARED BY HUTCHINS ENGINEERING. PERMIT NUMBER: P20080249.
2. WASTEWATER LOCA71ON FOR LANDS N1'F OF HANS FROM 'REPLACEMENT
SEWAGE DISPOSAL SYSTEM FOR THE SCHLESINGER RESIDENCE,' DATED
APRIL 2016. PREPARED BY RUCINSKI HALL ARCHITECTURE. PERMIT
NUMBER: 807H-000186-2016.
J. WASTEWATER LOCA71ON FOR LANDS N/F OF HANS FROM SEP71C
AS -BUILT DRAWING IN TOWN OF QUEENSBURY PROPERTY FILES PERMIT
NUMBER. 063-2018.
4. WASTEWATER LOCA77ON FOR LANDS N/F OF WELLS FROM SEP71C
AS -BUILT DRAWING IN TOWN OF QUEENSBURY PROPERTY FILES. PERMIT
NUMBER: 93-438.
5. WASTEWATER LOCA71ON FOR LANDS N/F OF GLENNING FROM
"STORMWATER & EROSION CONTROL PLAN CUSTOM DESIGNED FOR TED &
MARGARET HANS," PREPARED BY MuES E. HUTCHINS, P.E.. PERMIT
NUMBER: 91-643.
6. WASTEWATER LOCATION FOR LANDS N/F PARISI FROM 'WASTEWATER
SYSTEM PLAN PREPARED FOR MATTHEW PARISI," DATED NOVEMBER 29,
2022. LAST REVISED MARCH 8, 2023. PREPARED BY HUTCHINS
ENGINEERING. PERMIT NUMBER. SEP-0093-2023.
I
r-C==-3
r-_-� ; w/w -----�
--��� (-)aI LOCATION±
L- -_-
WASTEWATER INFO FR M
PLAN REFERENCE 226.16-1-5
LANDS N/F OF
' WELLS
- _ 10 P 1. ETS BACK (W/I�"- -►.
'�•.. �L ZROM WARREN
/ & DE� p SCR/Pn �.5... -
EXISTING
NEIGHBORING
11ESZDjiWj
226.16-1-3
LANDS N/F
OF
GLENNING REVOCABLE
TRUST
WASTEWATER HOLDING
TANKS FROM PLAN
REFERENCE 5.
I
I ,
I I
I ,
226.16-1-2
LANDS NIP OF
AANS - -
\ ---226.16-1-1
- LANDS N/F OF
PARISI
1
M
0
cc
O
N
EXISTING
227.13-2-5 NEIGHBO >
R�'
I LANDS N/F OF RING SIREN E
ILACEYVIEW LLC C >>
I
I >
w/w
I
LOCA TTON±
1/2a IPF
DECK
I -
227.13-2-1 - - -T
LANDS N/F OF �' _-----------_ --
EXISTING PARISI
NEIGHBORING + +------- __ ----- _
RESIDENCE+�--ty+yr-----
I I
I i
I
WASTEWATER INFO FROMI
PLAN REFERENCE 6.
I
Shed I
3/4" IPF_ ' I
I -�- -�' - 1 " IPF +
227.13-2-2 - /2_ I
LANDS N/F OF �----' �- ------ - _
HANS, LAMES _ _ ,� I I , 227.13-2-3 ` - 1 /2"INSIIRF i
II ii LANDS N/F OF IPF
MASSER I I
WASTEWATER HOLDING F_ I
EXISTING I I i t I TANKS FROM PLAN
NgIGHBORI�+G I I I I' I REFERENCE 1. L�I
RESIDENCE J
II I I I
II I I I I
EXISTING
o ¢� + + + + + RESIDCE
EN / I
o
> tti ii I I O I I I I I I
5late .y U Li
BOUNDARY FROM
MAP REFERENCE 1 Patio Qr�
Qy
WASTEWATER PLAN REFERENCE 2
10" Dram Grate
Rim=325.7G
EXISTING
ELa
W227.17-1-23
ELL±
® LANDS NIP OF
RUECRER FAIQLY
IRREVOCABLE TRUST
i
WASTEWATER SYSTEM PLAN
SCALE: 1 "=20'
GRAPHIC SCALE
10 0 5 10 20 40
( Di FEET )
CONTRAC70R TO FIELD VERIFY LOCA 71ONS AND DISTANCES
� I i
I I I
I � I
I I
I I I
I I I
5late Planter I
I
n Lane Culvert Pipe (Buried)
T e 51ze DUnknown yp Direction o U own
tk
WASTEWATER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY LINE
HOUSE
WATERCOURSE,
WELL
WETLAND
HOLDING TANK
10'
10,
50'
50,
r-----------------_-----------------
I
i
�1
LAKE
GEORGE
+
I
SANDY
BAY
I
v"rdaia
I
4 `I tF
f_
WARNER
BAY
i
HARRIS
i
-
SAY
I
�
p
pp
L
L----------
SITE L015TION
-------
-----='� --- --
LOCATION MAP
1vt1 Ut1bUKri000 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
p{tE11MI WRON�y pN
FOR R N�RUCn
fo
TAX MAP # 226.16-1-4
Dig Safely.
NeWPAPYork
■ Call Before You Dig
■ Walt The Required Time
■ Confirm Utility Response
■ Respect The Marks
E Dig With Care 0 ISSUED FOR SEP71C VARIANCE 1012512023
800-962.7962
'"ww.d ae-yor oom No. Revisions Date
WASTEWATER SYSTEM PLAN
HOLDING TANK INSTALLATION
prepared for:
Sally Gifford, Nancy K. Geiser Irrevocable Trust, Audrey Kittredge & Ashley Kittredge
9 Duncan Cove - Cleverdale - Harris Say
Town of Queensbury, County of Warren, State of New York
Drawn: HKB/LWD Checked: LWD Scale: 1'=20' Date: 711312023
169 Haviland Road
ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804
A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone 292176-01-S 1
VIOLATION OF Nn EDUCATION LAW. Hutchins .Engineering PLLC (518) 745-0308 Fax
CAST IRON MANHOLE COVER
W/WATERTIGHT INSERT,
QTY. 2 PER TANK
PRECAST CONCRETE RISER, FINISHED LAWN AREA
MORTARED TO TANK COVER
12" MIN.
INLET COVER OUTLET
MIN. SLOPE
1/4" PER FOOT '
4" PVC SCH-40 BLDG SEWER
MAXIMUM LIQUID LEVEL
TOP TO BASE SEAM TO BE MAINTAIN 2" MINIMUM DROP
WRAP TO BE
BUM SEALED AND 12 W10E IN INVERTS BETWEEN
EXTERIOR BUTYL 16" INLET & OUTLET PIPES
PLACED AROUND THE PERIMETER
OF SEAM PRIOR TO BACKFILL
EXTERIOR OF TANKS TO BE—//
COATED WITH ASPHALT
EMERSION COATING
4" PVC INLET
TEE —BAFFLE &
TAILPIECE
2000 GALLON STANDARD DUTY PRECAST CONCRETE HOLDING TANK
1-PIECE TANK W/TOP & W/ANTI-FLOAT BASE EXTENSIONS BY MANUFACTURER
12" OF 3/4-1-1/2"
CRUSHED STONE
CAST IRON MANHOLE COVER
WIWATERTIGHT INSERT,
QTY. 2 PER TANK
PRECAST CONCRETE RISER, —
MORTARED TO TANK COVER
MIN. SLOPE
1/8" PER FOOT
4" PVC SCH-40
CONNECTOR PIPE
HOLDING TANKS IN -SERIES DETAIL
NTS
FINISHED LAWN AREA
EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
INSTALL CONTROL PANEL IN HOUSE
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 SUBJECT TO TRAFFIC /PARKING 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 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.
D 1 g RSafely.
New/,York
■ Call Before You Dig
M Walt The Re"red Time
■ Confirm utility Response
■ Respect Ths Marks
■ Dig With Care
800.962.7962
www.dlgsahiyro w york.com
HOLDING TANK SIZING
4—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 — 440 GPD
NYSDOH MINIMUM SIZING — 5—DAYS DESIGN FLOW — 2200 GALS
TOWN OF QUEENSBURY REQUIRED HOLDING TANKS CAPACITY — 4000 GALS
— INSTALL (2) 2000 GAL 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 WITH 1/8" PER FOOT MINIMUM
SLOPE 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 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.
PRELIMI�RON��1pN
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TAX MAP # 226.16-1-4