SEP-0384-2023 •
SEPTIC DISPOSAL PERMIT Office Use Only
APPLICATION Permit#: P—O
Town of Qcensbury LS —�-� $ I l_U Y
(� � t� � Permit Fee: `
Invoice#:ne E in) ��'
742 Bay Road,Queensbury,NY 12804:518-761-8256 www.queensbury.net AUG� f"0 `Y 202ig 3 Septic Variance? CV -i-Da-/--\ , 2_e23
TOWN OF QUBENSBURY Flood Zone? No,
BUILDING & CODES Wetlands? NO Reviewed By:
Project Location: 360 Cleverdale Road
Tax Map #: 226.12-1-65
COMMERCIAL PROPERTY: 60 SEAT CHURCH (3 GPD PER SEAT X 60 = 180 GPD)
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 Installed? (choose one) (1 x
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 110 Installed? (choose one) ❑
PARCEL INFORMATION:
Topography ■❑ Flat Rolling ❑ Steep Slope % Slope
Soil Nature ❑ Sand ❑ Loam ❑ Clay 0 Other, explain: Holding Tanks
Groundwater At what depth? N/A
Bedrock/Impervious material At what depth? N/A
Domestic Water Supply ❑ Municipal Well *Lake
(if well or lake, water supply from any septic system absorption is
ft.)
Percolation Test Rate: N/A per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
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: ; Size:
Alternative System Bed or other type:
Holding Tank System Total required capacity? 2,000 ; tank size 1,000 ;
# of tanks 2
Septic Application Revised July 2022
ik.4��'"" TOWN OF QUEENSBURY
�= 742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
1t Plan to scale
O JA Received Deep hole perc test results from engineer/Architect if applicable(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
�fake ipM -
/..4 Water line shown Municipal or well 10'separation to any part of system
q_e, -Setback to property lines show 10'or more for any part of system
f
'(�j, ,SSeptic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline
tif Septic 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)
q71-5 Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
wiz_ Leech Field 20'from foundation 100'from any well 10'from water line
^Seepage pit 150'from well 50'from septic tank
kJ/E4 Seepage Pits 3-times diameter apart
/-e5 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
NA Distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George
PjALeech field 100'from watercourse or wetland
/✓i,/, Toe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation
6 Provide Engineer/Architect stamp fe s ems
I.A5 Department of Health Approval for all mobile home park new systems Flood Plain requirements
1Jb 2' above established flood elevation to bottom of system
/ill All tanks anchored or 2' above flood elevation
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No. 1541, ' 2/3 ZCert.No 50171 Cut-in Card No.
Owner L/at4-C-,S n..C.. C-11/-4-Prw./G,.
Location t) ; G-1-a yc,R!74..[... /2 /7
Installation Consisting of
Installed By e? CR AP- Lic.No.
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of making inspections at any time, and if its
rules are violated,� the Company shall have the right to revoke this certificate.
1
Date - z,�'Z-.3 INSPECTOR r�
Member N.F.P.A.,I.A.E.I.
WASTEWATER SYSTEM PLAN
SCALE: 1 n =20r
GRAPHIC SCALE
10 0 510 20 40
( IN FEET )
CONTRACTOR TO nELD VERIFY LOCATIONS AND DISTANCES
THIS IS NOT A FIELD SURVEY.
FINISHED LAWN AREA POLYETHYLENE EXTENSION TO GRADE FINISHED LAWN AREA--- POLYETHYLENE EXTENSION TO GRADE
WITH TAMPER RESISTANT ACCESS
COVER. MUST BE WATERTIGHT.
1.5' MIN. COVER
4" PVC
:.
BUILDING SEWER
4" PVC
MAXIMUM LIQUID LEVEL
MIN. SLOPE
MAINTAIN 2" MINIMUM DROP
CONNECTOR PIPE
114" PER FOOT
1 fi" IN INVERTS BETWEEN
; :
INSTALLED LEVEL
-
INLET & OU77-ET PIPES
1,000 GAL PRECAST CONCRETE HOLDING TANK
WITH TAMPER RESISTANT ACCESS
COVER. MUST BE WATERTIGHT
1.5' MIN. COVER
MAXIMUM LIQUID LEVEL
INSTALL FLOAT SWITCHES TO a --
OPERATE ALARM PANEL
HOLDING TANK SIZING
60—SEAT CHAPEL — NO KITCHEN
BASIS PER NYSDEC DESIGN STANDARDS FOR WASTEWATER TREATMENT
WORKS IN THE LAKE GEORGE BASIN, MARCH 2O15.
DESIGN FLOW — 3 GPD/SEAT
SYSTEM DESIGN FLOW — 180 GPD.
NYSDOH MINIMUM SIZING — 5—DAYS DESIGN FLOW — 900 GALS
— INSTALL (2) 1,000 GAL PRECAST CONCRETE HOLDING TANK
2,000 GALLONS OF STORAGE TO BE PROVIDED
—POTABLE WATER SUPPLY IS LAKE GEORGE
— MAINTAIN 10—FT SETBACK FROM WATER SUPPLY LINE(S) TO TANKS
—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" 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.
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
SANITARY ORDINANCE:
1) HOLDING TANK: INSTALL TWO 1,000 GALLON WASTEWATER HOLDING TANKS.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY LINE
HOUSE
WATERCOURSE,.
WELL
WETLAND
HOLDING TAW(S)
10'
10'
50'
50'
EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
INSTALL CONTROL PANEL IN HOUSE
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
UTOPIA ENTERPRISES OR EQUIVALENT.
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT
SAND OR GRAVEL BASE. WHERE EXISTING SOIL
CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE
AT INDICATED LEVELS.
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.
INSTALL FLOAT SWITCHES WHERE
951, CAPACITY
75q CAPACITY (1,900 GAL) SEPTIC TANKS INSTALLED IN TRAFFIC. AREAS SHALL BE OF
ACCESSIBLE 1T-tRU RISER TO GRADE.
(1,500 GAL) WARNING/SHUT DOWN EXTRA HEAVY CONSTRUC71ON DESIGNED FOR H-20 WHEEL
VERY HIGH LEVEL ALARM ON LOADING.
ALARM ON
ALL JOINTS MUST BE SEALED W17H BUTYL SEALANT.
JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE
1,000 GAL PRECAST CONCRETE HOLDING TANK
BACKFILLING
777
12" CLEAN SAND, GRAVEL 12" CLEAN SAND, GRAVEL
OR 314-1-112" STONE OR 314-1-112" STONE
HOLDING TANKS DETAIL
NTS
r USE CAUTION TO ASSURE RISER EXTENSIONS ARE
F yi WATERTIGHT.
A FOUR HOUR CLEAN WATER LEAKAGE TEST IS REQUIRED
AFTER CONNECTING PIPING IS INSTALLED. LIQUID LEVEL
TO BE FILLED TO ABOVE THE CONNECTING PIPE FOR THIS
TEST.
RECORD DRAWINGS AND LEAKAGE TEST RESULTS ARE TO
BE PROVIDED TO THE TOWN.
RESOLUTION APPROVING LAKESIDE CIIAPE1, INC.'S APPLICATION
FOR SANITARY SEWAGE DISPOSAL VARIANCE
RF,SO I1T1UN Ntt,i BC11141, 2ti23
INTRODUCED BY, Mr. Harrison Freer
WHO MOVED ITS ADO11TION
SECONDED BYi Mr. Aatirain• R4etivier
WHEREAS, the Lakeside Chapel, Inc. (Applicant;) filed an application for a Variance forn
Town of Queensbury On -Site Sewage Disposal Qrdinatim, Chapter 136, §136-1 1 which cegnires
applicants to obtain a variance for a holding tank systetn as the Applicant wishes to replace a
wastewater system by installing a holding tauik system consisting of two (2} holding tanks each with
a capacity of 1,000 gallons for a total capacity of 2,000 gallons on property located at 360
Cleverdaie Road in the Town.ofQueensbury, and.
\WIJEREAS, the ToNvo:Clerk's Office published. the Notice of Pubhc Hearing in the Towns
ctiiieiat newspaper and the Local Board of health dufv conducted a public hearing concerning the
variance request imMonday, July 24'"`, 2023, and
i TWMEAS, the Town Clerk's Office has advised that it: duty notified all property owners
within 5M,loet otthe.subject property,
NOW,, T11 REFORL, L311 IT`
PIESOLVEDL that
SITE LOCATION L ®CA TI ®l ► ► 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 INSTALLA770N. ELECIRICAL INSPECTION SEAL IS TO BE
AFFIXED TO ALARM CONTROL PANEL.
teasonable use of: the land and is the minimum variance which would, atle0tae the
I specific unruicessam, hardship foand by the Local Board of Ilealth 10 affect t
Appliv am and
BE IT FURTI11-R,
RESOLVE[), that the Local Board. of Health hereby approves the application of the
Lakeside Chapeh Inc. for a variance from the Sewage Disposal Ordidaiwc to allow installation of a
holdingg tank system consisting of two (2) holding iaarks -Ach with a capacity of 1,000 gallons for a
total capacity of 2,0W gallons on property located at 360 Cloverdale (toad in the 'Town of
Queensbury and bearing "lax Map Ito: 226.12-1.61, and
BE CI'' FURTHER,
RE">SOI.YED. that the Town Board authorizes and directs the Town Clerk to forward by
certified trail a certified copy of this Resolution to the Adirondack. Park Agency: for its review.. and
BE IT'FURTHER,
RESOLVED, that this. approval Resolution stall not be effmtive until 30 days of er such .
notice to the Adirondack Park Agency and slat. he subject to review by the Adirondack tart
Agency during such period.
Duty adopted this 24a` day of hdy: 2023: by the following vote:
AYES . hlr, %envier, 2\4r, T1h=, Mr, I'et ne Mr, McNulty, 41r, Strough
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination, compliance
with our comments shall not be construed as
indicating the plans and specifications are in
full compliance with the
e Building
ulldmg Codes of
New York State.
n E rFa
i
AUG 0 IDI
a�
TOWN' OF QUEENSBURY
BUILDING & CODES
u None
lt.��tbat.a,a,� n.�.artn.yaaerccuiy. 226.12-1-65 SEP-0384-2023
1, due to the ranee of the varf atee, the Local Board of Health determines that rite ttvaa' in, do hmby catty that l l r ninnarerl Ste , agrn g wiUi rile
n,.Etal: tea ubuaas Wed above a c.:;s; at rzq
variance. woidd:not be materially detritieotal to the putpo, su tl oL3cxtives of this ABSENT: hione al; 'l ya Maiftun a edill abovea teensbptyheltl�t � tkd � Lakeside Chapel Inc
Ordinance or offter'adjoining r� terue_ thin otherwise cantUct with the purpose mid � 2g a` b�ka aluum 1�s�am me,
'4 p Sam atIrwav ,ardallb dofine,��,o tl>�af 360 Cleverdale Rd
otbjv�t:tfvcs t�f any'€c5u'n plan nr polrcyi and taCa�,
lhlyRFf SiF E°�=Il betide Sat i S ,ofsaidTo Commercial Septic Variance Alteration
the l< uaI Board of Health iityls that th granting of'te e variance is necessary tic the op MIS of p /
MAP REFERENCE:
1. BASE MAP INFORMATION FROM WARREN COUNTY GIS, AERIAL
PHOTOGRAPHY, AND FIELD MEASUREMENTS. THIS IS NOT A FIELD
SURVEY. ALL LOCATIONS ARE APPROXIMATE CONTRACTOR TO FIELD
VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTALLATION.
2. NORTHERLY NEIGHBOR PROPERTY INFORMATION FROM "SITE PLAN
PREPARED FOR LARRY STEINHART, 362 CLEVERDALE ROAD, JOB NO.
291214-01 " IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW
YORK. DATED MARCH 6, 2018. LAST REVISED JULY 26, 201&
PREPARED BY HUTCHINS ENGINEERING.
3. SOUTHERLY NEIGHBOR PROPERTY INFORMATION FROM "WASTEWATER
SYSTEM PLAN PREPARED FOR GREGG F. & JENNIFER J. SHERRY, 358
CLEVERDALE ROAD, JOB NO. 291418-01 " IN THE TOWN OF
QUEENSBURY, WARREN COUNTY, NEW YORK. DATED FEBRUARY 11, 2019.
LAST REVISED MARCH 29, 2019. PREPARED BY HUTCHINS ENGINEERING.
S
seal.
t;at,tiatli. ,
NA
TOP
x.�sr
TOWN OF QUEENSBURY
BUILDING &C®DES DEPT.
Reviewed B Pl,-S
iLE SPY Date -7
TAX MAP # 226.12-1-65
Dig Safely.
New York
® Call Before You Dig
® Wait The Required Time
EM Confirm Utility Response
Il Respect The (Narks 1 El Dig With Care ISSUED FOR PERMIT 81412023
800.962■7962 0 ISSUED FOR VARIANCE REQUEST 6/27/2023
www.digsafelynewyork.com
No. Revisions Date
n WASTEWATER SYSTEM PLAN & DETAILS
OAS
5�`O prepared for:
Lakeside Chapel Inca
CD 360 Cleverdale Road
Town of Queensbury, County of Warren, State of New York
9OF e7 79 Drawn: JRS Checked: GTH Scale: NOTED Date: 3/2/2023
5 Ah, 169 Havilond Road
ALTERATION
IO EXCEPT BY
Queensbury, NY 12804
ALICENSED PROFESSIONAL ENGINEERIS A 292114-01
VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC ((51 7445-030 Phone
g g (518) 745-0308 Fax
ST
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W
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137.28
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60
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146.52
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Stone Chimney
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Aluminum Steps
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Wood Frame
Boat HouseCo
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Lakeside Chapel Inc.
B:217 P:396
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E
TANK NOTES
WASTEWATER SYSTEM PLAN & DETAILS
prepared for:
Lakeside Chapel Inc.
360 Cleverdale Road
Town of Queensbury, County of Warren, State of New York
292114-01
INSTALLATION DATE: 9/18/2023 - 9/19/2023
INSPECTION DATE: 9/19/2023
INSTALLED BY - CRANDALL EXCAVATING, INC.
RECORD DRAWING
RECORD DRAWING NOTE:
LOCATION MAPSITE LOCATION
GRAPHIC SCALE
WASTEWATER SYSTEM PLAN
TAX MAP # 226.12-1-65
Call Before You Dig
Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800-962-7962
www.digsafelynewyork.com
Dig Safely.
New York
MAP REFERENCE:
Hutchins Engineering PLLC
WASTEWATER SYSTEM SETBACK REQUIREMENTS
RECORD DRAWING DIMENSIONS
TABLE
SYSTEM MATERIAL SPECIFICATIONS
BACKFILL MATERIAL
HOLDING TANK CONNECTOR PIPE
BUILDING SEWER PIPE
TOPSOIL
HOLDING TANK SIZING
HOLDING TANK ALARM NOTES
VARIANCE REQUEST SUMMARY
HOLDING TANKS DETAIL
19Prdr.
is
•
SEPTIC VARIANCE office use only
. ., Permit#: 8 2ek.-
APPLICATION Permit Fee:$. I (e 5 7
Town orCZicr'iuLury
Invoice#r b7i2j 1_
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 wuduv.queensburv.oet Approvals:
Submittal: 1 (one) original &8 copies of the completed application package
PLEASE PRINT LEGIBLY OR TYPE; PLEASE INCLUDE AN EMAIL
Section 1: •
Contact:lnformation: •
•
p y Owner(s): Chapel Inc.. Owner's Agent: Hutchins Engineering, PLLC
Pro ert Owners : P
Address: 360 Cleverdale Road Address: 169 Haviland Road
Queensbury, NY 12804 Queensbury, NY 12804 _
•
Phone#: Phone#: (518) 745-0307
Email: Email: _
Section 2:
Site Information
Site Address: 360 Cleverdale Road rex"lo#: 226.12-1-65 to
Directions to Site: _ _ . 0 O .
Section 3: p
c
Distance from well on property to septic system(if applicable) NSA feet p z
0 cl) u.a
Section 4: • m W
Is it possible to install a conforming septic system on this property? ❑Yes 0 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? Wes ❑No If NO,please explain:._ _ _ .
Section 6: • -
•
Is the proposed system to be installed under e parking area? ❑Yes ' ❑■ No
•
Section 7: -
Section of the Sanitary Sewage Ordinance from which you are seekingthe variance(i.e. leaching system will be 89 ft,
from well In lieu of required 100ft.): Install (2) 1,000 gallon holing tanks; all setbacks maintained
Septic Variance Application Revised December 2021
:1'
I.�
I
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: Lakeside Chapel Inc.
Designates:.Hutchins Engineering as agent regarding the Septic Variance for Holding Tank Installation
Site Address: 360 Cleverdale Road _
Tax Map#: 226.12-1-65
.Engineering:Pee-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: John A. Mason, Trustee
OWNER—SIGNATURE: DATE: G. _ �
AGENT—PRINT NAME: G.Thornas FlirL ins, P.E.
Jim a AGENT—SIGNATURE: L` ,
eir_ _ DATE. 6/26/23
Septic Variance Application Revised December 2021
FINISHED LAWN AREA � POLYETHYLENE EXTENSION TO GRADE
WITH TAMPER RESISTANT ACCESS
COVER. MUST BE WATERTIGHT.
1.5' MIN. COVER
4" PVC
BUILDING SEWER
MAXIMUM LIQUID LEVEL
MIN. SLOPE
MAINTAIN 2" MINIMUM DROP
1/4" PER FOOT
16" IN INVERTS BETWEEN
INLET & OUTLET PIPES
IPF — V
S 87'28'45" E
137.28
GARAGE
EXISTING
NEIGHBORING
RESIDENCE
WASTEWATER SYSTEM PLAN
SCALE: 1 "=20'
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
THIS IS NOT A FIELD SURVEY.
FINISHED LAWN AREA
{ 1,000 GAL PRECAST CONCRETE HOLDING TANK.I
a, a
12" CLEAN SAND, GRAVEL
OR 3/4-1-1/2" STONE
4" PVC
CONNECTOR PIPE
INSTALLED LEVEL
J
>n
2.5 t To Shore --
g2 Story
BHoa
Boet Hous=
a
5'. To Share
4'10 "E 30.0
WOOD DOCK
i
� I
HOLDING TANK SIZING
60—SEAT CHAPEL — NO KITCHEN
BASIS PER NYSDEC DESIGN STANDARDS FOR WASTEWATER TREATMENT
WORKS IN THE LAKE GEORGE BASIN, MARCH 2O15.
DESIGN FLOW — 3 GPD/SEAT
SYSTEM DESIGN FLOW — 180 GPD
NYSDOH MINIMUM SIZING — 5—DAYS DESIGN FLOW — 900 GALS
— INSTALL (2) 1,000 GAL PRECAST CONCRETE HOLDING TANK
2, 000 GALLONS OF STORAGE TO BE PROVIDED
—POTABLE WATER SUPPLY IS LAKE GEORGE
— MAINTAIN 10—FT SETBACK FROM WATER SUPPLY LINE(S) TO TANKS
—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" 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.
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
SANITARY ORDINANCE:
1) HOLDING TANK: INSTALL TWO 1,000 GALLON WASTEWATER HOLDING TANKS.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY LINE
HOUSE
WATERCOURSE,
WELL
WETLAND
HOLDING TANK(S)
10'
10'
50'
50'
POLYETHYLENE EXTENSION TO GRADE
EXTERIOR WEATHERPROOF JUNCTION BOX
WITH TAMPER RESISTANT ACCESS
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
COVER. MUST BE WATERTIGHT
INSTALL CONTROL PANEL IN HOUSE
TANK NOTES
1.5' MIN. COVER
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF
THE NEW YORK STATE DEPARTMENT OF HEALTH AND
SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY
MAXIMUM LIQUID LEVEL
UTOPIA ENTERPRISES OR EQUIVALENT.
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT
INSTALL FLOAT SWITCHES TO
SAND OR GRAVEL BASE. WHERE EXISTING SOIL
OPERATE ALARM PANEL
CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE
AT INDICATED LEVELS.
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.
INSTALL FLOAT SWITCHES WHERE
75� CAPACITY
951, CAPACITY
(1,900 GAL) SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF
ACCESSIBLE THRU RISER TO GRADE.
(1,500 GAL)
WARNING/SHUT DOWN EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL
VERY HIGH LEVEL
ALARM ON LOADING.
ALARM ON
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT.
JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE
1,000 GAL PRECAST CONCRETE HOLDING TANK
BACKFI LUNG.
`-,
USE CAUTION TO ASSURE RISER EXTENSIONS ARE
;` <
WATERTIGHT.
12" CLEAN SAND, GRAVEL
OR 3/4-1-1/2" STONE
HOLDING TANKS DETAIL
NTS
A FOUR HOUR CLEAN WATER LEAKAGE TEST IS REQUIRED
AFTER CONNECTING PIPING IS INSTALLED. LIQUID LEVEL
TO BE FILLED TO ABOVE THE CONNECTING PIPE FOR THIS
TEST.
RECORD DRAWINGS AND LEAKAGE TEST RESULTS ARE TO
BE PROVIDED TO THE TOWN.
MAP REFERENCE:
1. BASE MAP INFORMATION FROM WARREN COUNTY GIS, AERIAL
PHOTOGRAPHY, AND FIELD MEASUREMENTS. THIS IS NOT A FIELD
SURVEY. ALL LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD
VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTALLATION.
2. NORTHERLY NEIGHBOR PROPERTY INFORMATION FROM "SITE PLAN
PREPARED FOR LARRY STEINHART, 362 CLEVERDALE ROAD, JOB NO.
291214-01" IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW
YORK. DATED MARCH 6, 2018. LAST REVISED JULY 26, 2018.
PREPARED BY HUTCHINS ENGINEERING.
3. SOUTHERLY NEIGHBOR PROPERTY INFORMATION FROM "WASTEWATER
SYSTEM PLAN PREPARED FOR GREGG F. & JENNIFER J. SHERRY, 358
CLEVERDALE ROAD, JOB NO. 291418-01 " IN THE TOWN OF
QUEENSBURY, WARREN COUNTY, NEW YORK. DATED FEBRUARY 11, 2019.
LAST REVISED MARCH 29, 2019. PREPARED BY HUTCHINS ENGINEERING.
Dig Safely.
New ®York
p Call Before You Dig
El Wait The Required Time
El Confirm Utility Response
El Feespect The Marks
El Lig With Care
800.962.7962
www.digsafelynewyork.com
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.
JUN 3 0 2023
TCv , 0,
rsS
226.12-1-65 SEP-0384-2023
Lakeside Chapel Inc
360 Cleverdale Rd
Commercial Septic Variance/Alteration
TAX MAP # 226. 12-1 -65