Application SEPTIC DISPOSAL PERMIT office use only
APPLICATION Permit#:
Town or Quccnsbury C i
fa Permit Fee:25 cz lcJ
742 Bay Road,Queensbury,NY 12804 D (N _ Invoice#:
P:518-761-8256 www.oueensburv.net �J C �o Z ne? Reviewed By:
0 3 20?1
TOW
Project Location: 495 LIPPE SHE69
Tax Map#: 308.8-2-13
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 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: 1-51VIIN per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size x. l000 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot tub EXISTING 1000 GAL CONCRETE
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:20 FT 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): ASHLEY YARTER
Mailing Address, C/S/Z: 495 UPPER SHERMAN AVE. . QUEENSBURY,NY 12804
Cell Phone: Land Line:
Email:
• Primary Owner(s):
Narri 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"
• Ensineer(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 Ord' nce.
PRINT NAME:GEORGE D L S
SIGNATURE: 2 DATE:
Septic Application Revised January 2021
t ti
Y
-n -
F
m
c) �� --�
p
�v
Tl
%ate
Imo, cn
I I
i
r6
JUN032021 (! ID via, {
C0
TOWN OF OUEENSBUSY �cp cu 0 Z ( <8 g
BUILDING ry z p d 3 o co
J MM �^
n C f �N 6 F�
n g� �m o0
O m matey vm
m z " osnz
v1cn �j � m
308.8-2-13 SEP-0429-2021 ! � g g Z�
Yarter, Ashley M
495 Sherman Ave
v
Residential Septic Alteration
r.
CENTER PROJECT
SERVICES
73 Sheridan Street, Glens Falls,NY 12801
Phone-518-796-2515
June 6, 2021
Project#340
George Drellos
Sanitary Sewer Service
Queensbury,NY 12804
Re: Proposed Replacement Septic
495 Upper Sherman Avenue, Queensbury,NY
Dear George:
At your request, we have reviewed your proposed replacement septic system design of the
existing 3-bedroom house at 495 Upper Sherman Avenue 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.
�1 JUN 0 3 2021
C_�.II LJ
TOWN OF QUEENSBUC�y
BUILDING& CODES
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
NO Plan to scale
rJa 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)
�cic�J o (3-e- Ste, c�� f0
All wells on property and adjacent properties shown ylkuk\��
Wni 'ater line shown Muc or well 10' separation to any part of system I� \
�� ,, '(Setback to property lines show 10'or more for any part of system
"I-e—�-- eptic tank and pump stations 10' from foundation 50'from any well/lake/wetland 10'from any waterline
Il /-)'Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank
�Q for 0',Separation required (field verification required)
Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
G5Leech Field 20'from foundation 100'from any well 10' from water line
IkJ A Seepage pit 150' from well 50'from septic tank
N �TSeepage Pits 3-times diameter apart
/QSSeptic tank and pump stations over 30 gallons 50' from watercourse or wetland
distance from bottom of trench or system 24" to berr��rock or mottling136"within 1000' of Lake George
CL rYR- ,k� Ja W Tp ae, .k w G�� Sol
<Leech field 100' from watercourse or wetland
►/ oe of mound or bottom of retaining wall 10' from property line 100'from well 20'from
Foundation `
N 6 Provide Engineer/Architect stamp for bed or design systems
OILDepartment of Health Approval for all mobile home park new systems Flood Plain requirements
�/V v 2' above established flood elevation to bottom of system
� 6 All tanks anchored or 2' above flood elevation