SEP-0417-2023 SEPTIC DISPOSAL'PERMIT office Use only
APPLICATION Permit#: SG—P---
Town ofQueensbury � D
Permit Fee: $
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742 Bay Road,Queensbury,NY 12804 (r' i
P:518-761.8256 www.aueensbury.net �t,J ! t� 11mod Zone? VYN Reviewed y-
a JUL 11 20%?3 � - N®
Project Location: 383 CO INTQWdA@F QUEENSBURY
BUILDING& CODES
Tax Map #: 308.16-2-15
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 �/ Flat Rolling Steep Slope % Slope
Soil Nature Sand V 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 EX 1000 GAL PLASTIC TANK
System Absorption field w/#2 stone Total Iength ft.; Each Trench ft.
Seepage Pit w/#3 stone How many: ; Size:
Alternative System Bed or other type:20FT X 25 FT
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): RITA MINOR
Mailing Address, C/S/Z: 383 CORINTH ROAD, QUEENSBURY,NY 12804
Cell Phone: Land Line:
Email:
Drimaryr 0ti ner(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:51.8-796-3760
Email:
"Workers' Comp documentation must be submitted with this application"
m 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 Ordinance.
PRINT NAME:GEORGE E LOS
SIGNATURE: - DATE:
i
Septic Application Revised January 2021
i
FILE COPY 308.16-2-15 SEP-0417-2023
Miner, Rita
383 Corinth Rd
TOWN OF QUE Residential Septic Alteration
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Reviewed By.
Date:
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L JUL 12,923
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CENTER PROJECT
SERVICES
73 Sheridan Street, Glens Falls,NY 12801
Phone-518-796-2515
July 6, 2023
Project#403
George Drellos
Sanitary Sewer Service
Queensbury,NY 12904
Re: Proposed Replacement Septic
383 Corinth Road, Queensbury,NY
Dear George:
At your request, we have reviewed your proposed replacement septic system design of the
existing 3-bedroom house at 383 Corinth 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 poly 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.
401
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