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MAR 26 2020 he Foam Guys
TOWI'OF QUEENS by1RY I Spray Foam Solutions
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DEPTH REPORT
PLEASE NOTE: This document is intended for the use of NY State Building
and Code requirements.
PROJECT: 127 Seelye Rd.
Queensbury, NY 12804
SIGNEE: Pete Oneil 518-361 -1175
Roof Slopes(Open Cell) RValue(49.5) Depth(11 inches)
1st&2nd Floor, Gable End, and Garage Walls
(Open Cell) RValue(24.75) Depth(5.5 inches)
Rim/Band Joist(Open Cell) RValue(31 .5) Depth(7 inches)
Garage Ceiling(Open Cell) RValue(31 .5) Depth(7 inches)
Basement Concrete Walls
(Closed Cell) RValue(15) Depth(2 inches)
Crawl Space Walls(Closed Cell) RValue(15) Depth(2 inches)
698 Route 29 1-877-330-FOAM
Saratoga Springs 518-932-2989
New York 12866 n.ceialdora foarnguyS(g j'ahoo.Com
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The Foam Guys
Spray Foam Solutions
**Products used were Demelic HFO High Lift Closed Cell and Demelic
Agribalance Open Cell Sprayfoam.
I, Nick Scialdone, state these RValues and Depths are correct.
3/23/20
Nic Scialdone Date
698 Route 29 1-877-330-F OA M
Saratoga Springs 518-932-2989
New fork 12866 nscialdonefoamgelys@yahao.com
Dennis L. Dickinson, LS/PE ICKINSON (TEL) 518-6G8-4G76
Devin T. Didunson dldickmson78@gmail.com
ASSOCIATES
SURVEYORS* ENGINEERS* LAND CONSULTANTS
Location: 30 Stone Schoolhouse Road Mail: P.O. Box 388, Lake George, New York 12845
lECEll 'WEri-
16 July 2020 D
11 JUL 2 Z 2020 I
Mark Smith, Building Inspector r l
Town of Queensbury TOWN OF QUEENSBURY
742 Bay Road BUILDING&CODES
Queensbury, New York 12804
RE: Septic Inspection
Dear Mark:
On 13 July 2020 I performed (2) percolation tests in the amended soils placed on site for the Eljen
absorption trenches. I found the stabilized percolation rate to be 4 minutes and 50 seconds per inch.
We also performed an as-built survey of the septic system components and house location. I have
found all septic system components to be installed according to plan in a workmanlike manner.
If you have any questions or would like to discuss this further, please do not hesitate to contact my
office.
Sincerely,
Dennis L. Dickinson, IS, PE `/
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sd
Dennis L. Dickinson, LS/PE ICKINSO (TEL) 5l 8-668-4676
Devin T. Dickinson dldickinson78@gmail.com
ASSOCIATES
SURVEYORS* ENGINEERS* LAND CONSULTANTS
Location: 30 Stone Schoolhouse Road Mail: P.O. Box 388, Lake George, New York 12845
Vn
9 December 2019 k-DEC 2019
Bruce Frank,Code Compliance Officer �9ty�� G&CO ES
Town of Queensbury �� 3UIL�iS
Y
742 Bay Road
Queensbury, New York 12804 QC O 0 L2'7A ol
RE: Adirondack Developers& Builders -extz-
Seeley Road-Remediated Soils(septic) (�
Dear Bruce:
As part of the approved wastewater plans for the above referenced project, amended soils need to be
placed, prior to ground frost, in the area of the absorption bed. The soils in the area of the proposed
absorption bed have been removed from the site. Amended soils have been placed on site and
compacted on 20 November 2019, prior to ground frost. Soil percolation tests will be performed in the
Spring, after ground thaw,to verify the "in place percolation rate".
If you have any questions or would like to discuss this further, please do not hesitate to contact our
office.
Sincerely,
1Dtv4•T. Ne,44 44..
Devin T. Dickinson
Email:dldickinson78@gmail.com
rF
IRONDACK
FICIENCY
1269 Valentine Pond Road,Adirondack, NY 12808
www.adirodack.efficiency.com
adkenergy@gmail.com
518-956-2818
May 8, 2021
Peter O'Neil
Adirondack Developers and Builders, Inc.
40 Schermerhorn Drive
Lake George, NY 12845
A blower door test was performed by Jennifer Monroe, on 5/4/21 at 127 Seeleye Road,
Queensbury, NY.
Test results:
1280 CFM50
1.99 ACH (air changes per hour)
Calculations are based on a volume of 38,755 CF.
Building Airflow Standard is 3481 CFM50—below this, mechanical ventilation is recommended.
Minimum Ventilation Guideline is 2437 CFM50—below this, mechanical ventilation is required.
TOTAL COST:
$250.00
Thank-you for your business.