SEP-0150-2023 r .
SEPTIC DISPOSAL PERMIT office use only
APPLICATION Permit#: 'bER O150 - ZQ745
Town nftxucensbury Permit Fee:$F-J
Invoice#:
742 Bay Road,Queensbury,NY 12804
P:518-761-8255 www.gueensbury.net Septic Variance
Flood Zone? No
Wetlands? No Reviewed By:
Project Location: I I IR3.4h 14ve. 08Y, w Y
Tax Map#: 3o 9 . 14 - 1 - 13
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 t{ Installed? (choose one) ❑ R"
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 1110 Installed? (choose one) ❑ Rr
PARCEL INFORMATION:
Topography [flat Rolling ❑ Steep Slope % Slope
Soil Nature ['Sand ❑ Loam ❑ Clay ❑ Other, explain:
Groundwater At what depth?
Bedrock/Impervious material At w at depth? 0
Domestic Water Supply unicipal ❑ Well ❑Lake
(if well or lake, water supply from any septic system absorption is
ft.)
Percolation Test Rate: per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size 1157o 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 2,00 ft.; Each Trench 5-o ft.
Seepage Pit w/#3 stone How many: ; Size:
Alternative System Bed or other type:
Holding Tank System Total required capacity? ; tank size ;
# of tanks
Septic Application Revised July 2022
r -
CO NTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): 165 5e9k'c t prc h
Mailing Address, C/S/Z: 2 Cyr kmvre- 14 Q6Y, wr
Cell Phone: 5'4-? q( -o8S b Land Line: n4- 7171- IT/9
Email: psl.: 1P„ 7r i b5fPll><c how.
• Primary Owner(s):
Name(s): L-e 4"c Va#4 en
Mailing Address, C/S/Z: 11 1? �3� 48Y, sy
Cell Phone: S-r1- 54<9- 4 y 6 2 Land Line:
Email: 1,-eg11Ar — W4ideK 2ya4vo-Co"--
❑ Check if all work will be performed by property owner only
• Contractor:
Contact Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
"Workers' Comp documentation must be submitted with this application"
• Engineer(s)•
Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
Contact Person for Compliance in regards to this project: E R«
Cell Phone: Land Line: S'r$- -7f0,- g19 9
'Email:g-54.'gley )iksrm
T r
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: C. y ���V le
SIGNATURE: DATE: 1 23
Septic Application Revised July 2022
Ko- ,202- 3
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
Plan to scale
SINeceived Deep hole pert 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
Water line shown Municipal or well 10'separation to any part of system
Setback to property lines show 10'or more for any part of system
Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline
�jl Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank
for0',Separation required (field ve ' ication required)
Septic tank sized for number of be rooms and add 250 gals for Jacuzzi tubs/garbage grinder each
Leech Field 20'from foundation 100'from any well 10'from water line
,"W Seepage pit 150'from well 50'from septic tank
eepage 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
Iv I—T'oe of mound or bottom of retaining wall 10'from property line 100'from well 20'from
l^ Foundation
Provide Engineer/Architect stamp for bed or design systems
/y � Department of Health Approval for all mobile home park new systems Flood Plain requirements
W2' above established flood elevation to bottom of system
/yi/ All tanks anchored or 2' above flood elevation
12m4i 1 d/1 VIA')1
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1EIP, SHEET NO. OF
WATER • WASTEWATER • STORMWATER CALCULATED BY DATE
SOLUTIONS SCALE
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309.14-1-73 SEP-0150-2023 L
Walden, LeeAnne
11 Ryan Ave
Residential Septic Alteration
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