SEP-0693-2023 SEPTIC DISPOSAL PERMIT Office Use Only
APPLICATION Permit#: t --.fl�o�3' 20
Town of Qucensbury V 3 r
Permit Fee:$
Invoice#: 91
742 Bay Road,Queensbury,NY 12804 i
P:518-761-8256 www.queensbury.net Flood Zone? Y N Reviewed By:V V\ S
Project Location: 215 AVIATION ROAD —� = 1n)
creov
Tax Map #: 295.19-2-24
\I, OCT 30 Ka
RESIDENCE INFORMATION: - "'fi
T CWN OF Oti isISCiURY
Year Built Gallons #of bedrooms: X gallons per =total daily flows CODES
per day bedroom "b"hage Grinder Yes No
1980 or older 150 Installed? (choose one) X
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 110 3 110 330 Installed? (choose one) X
PARCEL INFORMATION:
Topography ✓ Flat Rolling Steep Slope % Slope
Soil Nature /Sand ✓ Loam Clay Other, explain:
Groundwater At what depth? GREATER THAN 6 FT
Bedrock/Impervious material At what depth? GREATER THAN 6 FT
Domestic Water Supply Municipal Well Lake
(if well or lake, water supply from any septic system absorption is
ft.)
Percolation Test Rate: 1-5MIN per minute per inch (test to be completed bra
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size EX 1000 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot tub EX 1000 GAL PRECAST CONCRETE TANK
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:20FT X 25 FT(500 SF)
Holding Tank System Total required capacity? ; tank size
# of tanks
Septic Application Revised January 2021
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): CHRIS BROWN
Mailing Address, C/S/Z: 215 AVIATION ROAD, QUEENSBURY,NY 12804
Cell Phone: Land Line:
Email:
• Primary Owner(s):
Name(s): SAME AS APPLICANT
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
Check if all work will be performed by property owner only
• Contractor:
Contact Name(s):SANITARY SEWER SERVICES
Contractor Trade:
Mailing Address, C/S/Z:LUZERNE RD, QUEENSBURY
Cell Phone: Land Line:518-796-3760
Email:
**Workers' Comp documentation must be submitted with this application**
• Engineer(s):
Name(s): CENTER PROJECT SERVICES
Mailing Address, C/S/Z:73 SHERIDAN STREET, GLENS FALLS NY 12801
Cell Phone: Land Line:
Email:
Contact Person for Compliance in regards to this project: GEORGE DRELLOS
Cell Phone: Land Line: 518-796-3760
Email:
NOTES: 1. Alarm system and associated electrical work must be inspected by a Town approved electrical
inspection agency; 2. We will no longer allow systems to be covered until such time as an as-built plan is
received and approved. The installed system must match the septic layout on file—no exceptions. 3. As-
built drawings must be submitted prior to the inspection, if there has been a change to the submitted
plans. 4. If, for any reason, the building permit application is withdrawn, 30% of the fee is retained by the
Town of Queensbury. After 1 year from the initial application date, 100% of the fee is retained.
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 Ordinanc
PRINT NAME:GEORGE DREL
SIGNATURE: DATE:
Septic Application Revised January 2021
eis TOWN OF Q UEENSB LIRY
llbiallik
��' 742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
9.6 Plan to scale
Nib Received Deep hole perc test results from engineer/Architect if applicable pp (Town Approved Engineers and
Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects)
a« All wells on property and adjacent properties shown
(V U i C 1 p�q IN -_... S��
Water line shown Municipal or well 10'separation to any part of system
irci .
+3Setback to property lines show 10'or more for any part of system
CtIZ Septic tank and pump stations 10'from foundation,50'from any well/lake/wetland, 10'from any waterline
t.//P 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)
tJ,Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
r . .
1_ 9eech Field 20'from foundation 100'from any well 10'from water line
r*Seepage pit 150'from well 50'from septic tank
NiI( Seepage Pits 3-times diameter apart
1
�-�S Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
�—Z' Distance from bottom of trench or system 24"to bedrock or mottling 36"wi in 1000'of Lake George
---f leech field 100'from watercourse or wetland
5oe of mound or bottom of retaining wall 10'from property line, 100'from well,20'from foundation
(A— }rovide Engineer/Architect stamp for bed or design systems
1
cl Department of Health Approval foI all mobile home park new systems Flood Plain requirements
/i
2'above established flood elevation to bottom of system
/V All tanks anchored or 2'above flood elev„ation
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TOWN OF QUEENSB- URY
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BUILDING FA CODES DEPT.
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Reviewed 'By,: .M_
BUILDING DEPARTiv ENT
Based on our limited examinati:m compliance
Date: -
with our comm(i ts she not b construed as
iric:icatidg the pans and s:,.ecit cations are in
• • full compliance with the _90-ing Codes of
New York Staie
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'ENTER PROJEINIF
SERVICES
73 Sheridan Street, Glens Falls,NY 12801
Phone-518-796-2515
October 26, 2023
Project#406
George Drellos
Sanitary Sewer Service
Queensbury,NY 12804
Re: Proposed Replacement Septic
215 Aviation Road, Queensbury,NY
Dear George:
At your request, we have reviewed your proposed replacement septic system design of the
existing 3-bedroom house at 215 Aviation Road in Queensbury. As per our conversation the
residence has an existing failed septic system.
We have reviewed the proposed replacement septic system design, and we agree that a standard
absorption bed is acceptable. Based upon a design flow rate of 330 GPD and a percolation rate of
1 to 5 minutes, you will need a minimum of 367 sf of absorption area. We recommend using 20
ft wide by 25 ft long absorption bed with 4 — 20 ft long laterals. The absorption system can be
constructed with the existing 1,000-gallon septic tank, new distribution box, and 4-inch diameter
perforated pipe and stone.
Please feel free to contact me at 796-2515 if you have any questions and that you for your
assistance with this request.
Sincerely,
Thomas R.Center Jr P.E.
OCT 3 0 2��3
TOWN
OF QUBENSBURY
BUILDING & COD
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