SEP-0547-2023 --~ SEPTIC DISPOSAL PERMIT Office Use Only
APPLICATION Permit#:
Town ofQiecmbury
Permit Fee: $ b=J
Invoice#:
742 Bay Road,Queensbury,NY 12804 _ —._...—•--•--••
P:518-761-8256 www.gueensbury.net '""' �� "�
I d 7 Y Reviewed B
SEP 052023
Project Location: 13 ARBUTUS DRI _ -- --U
TOWN Oi' Q'UEEN3BURY
i3lJiLD1i�?G ��(:,C_)sDE3 .
Tax Map #: 302.17-1-1 �B— - N .&C
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) X
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 110 3 110 330 Installed? (choose one) X
PARCEL INFORMATION:
Topography a/ 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 by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size l000 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot tub NEW 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): JAMES RALSTON
Mailing Address, C/S/Z: 13 ARBUTUS DRIVE, 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 worl< 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 DRELLO
SIGNATURE: DATE:
Septic Application Revised January 2021
(awTOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
NJ Plan to scale
0 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;eeganndd Ar hgects)
All wells on property and adjacent properties shown (/
(16kater line shown Munici al or well 10'separation to any part of system
`Setback to property lines show 10'or more for any part of system
Geptic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline
for
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)
Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
f� ech Field 20'from foundation 100'from any well 10'from water line
4- Seepage
eepage pit 150'from well 50'from septic tank
Pits 3-times diameter apart
Septic tank 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
Leech field 100'from watercourse or wetland
Toe of mound or bottom of retaining wall 10'from property line, 100'from well,20'from foundation
tft Provide Engineer/Architect stamp for bed or design systems
&P Department of Health Approval for all mobile home park new systems Flood Plain requirements
A10 2'above established flood elevation to bottom of system
k-P All tanks anchored or 2' above flood elevation
a ' 100
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C y{ T TOWN OF QUEENSBURY
' BUILDING DEPARTMENT
n>,-ed cph our limited examination,compliance
With owl comments shall not be construed as
indicafi:�g the plans and specifications are in
---- fall compliance with the Building Codes of
New Yd�rk State.
302.17-1-1 - - ---
! f' `L� (�►0O°/ Ralston, James SEP-0547-2023
13 Arbutus Dr
' Residential Se ti
P c Alteration
SERVICES
73 Sheridan Street,Glens Falls,NY 12801
Phone-518-796-2515
August 31,2023
Project#405
George Drellos �
Sanitary Sewer Service {
Queensbury,NY 12804
Re: Proposed Replacement Septic SAP 5 Z��
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13 Arbutus Drive,Queensbury,NY rCXiv—No r GUEENSBURY
BUIL_DI.NG &CODES
Dear George:
At your request, we have reviewed your proposed replacement septic system design of the
existing 3-bedroom house at 13 Arbutus'Drive 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 a new 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. .
i
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