2014-031 Aft TOWN OF QUEENSBURY
ve.ro
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20140031 Date Issued: Monday, June 06, 2016
This is to certify that work requested to be done as shown by Permit Number P20140031
has been completed.
Location: 77 BRAYTON Ln
Tax Map Number: 523400-239-012-0002-087-000-0000
Owner: STEPHEN J O'LEARY
Applicant: STEPHEN J O'LEARY
This structure may be occupied as a:
Residential Alteration By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property (-- J 4
owner of the responsibility for compliance with Site Plan, Variance, or
other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement
or Zoning Board of Appeals.
4111414, TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
I FR
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140031 Application Number: A20140031
Tax Map No: 523400-239-012-0002-087-000-0000
Permission is hereby granted to: STEPHEN J O'LEARY
For property located at. 77 BRAYTON Ln
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: STEPHEN J O'LEARY Residential Alteration $4 ,000.00
CARLA IAROCCI Total Value
14 PATRICK'S P1
$45,000.00
CONGERS NY 10920-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
DAVID A. STRANAHAN
663 STATE ROUTE 149
LAKE GEORGE.NY 12845-0000
Plans&Specifications
2014-031
Renewal fee paid through 7/24/2016 kd
Res. Alterations 768 sq ft
1 Fireplace Cross Ref. AV 47-2014, SP 38-2014,BOH 9,2014
$115.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,July 24,2016
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the T n of een %f ' ,�/ �ay,July 24,2014
/d
SIGNED BY \ for the Town of Queensbury.
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
LT
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140031 Application Number: A20140031
Tax Map No: 523400-239-012-0002-087-000-0000
Permission is hereby granted to: STEPHEN J O'LEARY
For property located at: 77 BRAYTON Ln
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: STEPHEN J O'LEARY Residential Alteration $45,000.00
CARLA IAROCCI Total Value
14 PATRICK'S PI
$45,000.00
CONGERS NY 10920-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
DAVID A. STRANAHAN
663 STATE ROUTE 149
LAKE GEORGE.NY 12845-0000
Plans&Specifications
2014-031
Res. Alterations 768 sq ft
1 Fireplace Cross Ref. AV 47-2014, SP 38-2014, BOH 9,2014
$115.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 24,2015
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the To n of ens V t u rim
my 24,2014
4
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
Town of Queensbury Building & Codes Received:
SEPTIC DISPOSAL PERMIT Tax Map ID:
A permit must be obtained before beginning construction Permit No.: Pt-0 3
Permit Fee: $ _ - •. ' , )
qp rovals: alai 4 ■
JUL 1 u 7la1�t [ •
a.
Applicant: C �,��Y InstallerlBuilder
�
�
Address: '''\VV '1 rK‘ ' -(A Address
Q.\A `e�-(, kf\)
Phone: Phone
i
Owner. ',5) --4%) .e-A.,-,.-Z. _ ry E, c1t-,, Location of Installation
Address: N1/4\-- c-A"c 1%1-s \c,\ _ s 'Mac- C.�.1
C,(,��- 'tt-)N - \ :yz
Phone S A—
Contact Person for Building&Code ComptianceZ CvN ` ( 1, + ).,Q__.. Day Phone: 1.94-4d-C 3o U)
Residence Information:
i<i IS/7
Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow
1980 or older x 150 = Garbage Grinder installed?
1981-1991 x 130 = Spa or Hot Tub Installed? Vi
1992-Present 3 x 110 = 3 0
Parcel Information:
Topography Flat Rolling _Steep Slope 1-Q %Slope
Soil Nature '( Sand Loam Clay Other
Groundwater At what depth? .
Bedrock/Impervious Material At what depth? (sr yr LAkh
Domestic Water Supply Municipal —Well(if well,water supply from any septic system absorption is ft.) //4 ke_
Percolation Test Rate- b per minute per inch(Test to be completed by a licensed professional engineer or architect)
Proposed System for New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect
(unless installed in a Planning Board approved subdivision).
Tank size 1 U gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub
System Type: Absorption Field(with#2 stone) -Total length oto'Q ft. Each trench C9 X 4-0
Seepage Pit(S)(with#3 stone) How many? Size?
Alternative System Bed or other type?
Holding Tank SVe. Total required capacity? Tank size? #of tanks?
Tr'=a��/ k�2c�
NOTE: 1)Alarm system and ass6ciated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form
on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be
covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system
layout on file. There will be no exceptions.
For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based
upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an
applicant,shall be void.
it have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary
Sewage Disposal Ordinance.
Print Name: l\
6--NYS5` Date:
Signature: 41111111 -_ Date: ?i / / t
Town of Queensbury Building&Codes Septic Dist• .11D-- it 518-761-8256
RESOLUTION APPROVING STEPHEN O'LEARY'S APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: BOH 9,2014
INTRODUCED BY: Mr.Anthony Metivier
WHO MOVED ITS ADOPTION
SECONDED BY: Mr.William VanNess
WHEREAS, Stephen O'Leary filed an application for variances from provisions of the
Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a new on-site
replacement wastewater treatment system as follows:
1. Septic tank to be 2' from the dwelling instead of the required 10' setback;
2. Fill system to be 3' from the property line instead of the required 10' setback; and
3. Vertical separation distance from bottom of wastewater treatment sand bed to
bedrock within 1,000' of Lake George, to be 2.5' instead of the required 3'
separation;
on property located at 77 Brayton Lane in the Town of Queensbury,and
WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance requests on Monday, April 21st,2014,and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW,THEREFORE,BE IT
RESOLVED,that
1. due to the nature of the variances, the Local Board of Health determines that the
variances would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and is the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
applicant; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Stephen
O'Leary for variances from the Sewage Disposal Ordinance to install a new on-site replacement
wastewater treatment system as follows:
1. Septic tank to be 2' from the dwelling instead of the required 10' setback;
2. Fill system to be 3' from the property line in lieu of the required 10' setback;
3. Vertical separation distance from bottom of wastewater treatment sand bed to
bedrock within 1,000' of Lake George, to be 2.5' instead of the required 3'
separation;
4. Relocate retaining wall and create permeable drainage area as described by
applicant's engineer Carl Schoder, P.E., at the Town Board meeting on April 21St,
2014;and
5. Install landscaping to prevent parking on top of system;
on property located at 77 Brayton Lane in the Town of Queensbury and bearing Tax Map No.:
239.12-2-86.
Duly adopted this 2151 day of April,2014,by the following vote:
AYES : Mr. Clements, Mr. Irish, Mr. VanNess, Mr. Strough. Mr. Metivier
NOES : None
ABSENT: None
3
Office Use Only
Town of Queensbury Building & Codes
Received:
F O 4i2V&1 p ID:
PRINCIPAL STRUCTURE APPLICATION Permit No.:
A permit must be obtained before beginning construction
Permit Fee: $ 1/ ��� �i -r�
Please read: 'TB resolution 86-2013(1-28-2013): $850 recreation fee for newdwelling
*Rec Fee:
units,including single-family dwellings,duplexes or two-family dwellings, multiple family Site Plan No:
dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No:
homes,but not including mobile homes. This is in addition to the perrrit fee.
Date 7 ` �� Applicant _ V,,, ® Z
Tax Map ID Address P,4 f ISL
Zoning _ C 4 • 0 S z)
Phone/E-mail
Property Owner ' # _dA Lem,y Contractor/Agent ,♦ wp . z , •
Address ` P4�-�CS � c-e- Address 3 Z Si?
/�� AvY. /EZz-0 _4_0____
-mail Phone/E-mail Oka_
J 9
5313 -7oi 4
Contact Person for Building&Code Compliance: Day Phone: _
Building Street Address: 77 ej i'a(J,yt ,C� -e-
Subdivision Name: Lot# Historic Site: Yes )(No
Estimated cost of construction: S .�f Ct'()
Type of Construction:
Check all that apply Please indicate measurements as required below
00
0 C
ts m 1st Floor 2nd Floor Other Total Height
a
z a
Single Family 0; it
Two-Farrily
Multi-Family(#of
units )
U
Townhouse •
Business Office
Retail-Mercantile
Factory-Industrial w 8
-11.trel/ /
Attached Garages(# )
Other
1�
Town of Queensbury Building&Codes Pnncipal Structure Packet 518-761-8256
If commercial or industnal indicate nacre of business
Proposed use of building or addition
Source of heat(circle one) Gas Oil Propane Solar Other ez2€44._
Fireplace-complete a separate application for'Fuel Burning Appliances&Chimneys' ?C Yes No
Are there structures not shown on plot plan'? 1 o
Are their easements on the property? No
Site Information
a. Dimensions or acreage of lot 33 A
b. Is this a corner lot? �b
c Will the grade be changed as a result of construction. N d _Yes No
d. Public water or Pnvate well
1,--.
Q
— }c
e Sewer or Pnvate Septic System Pr 1 V- LTe
Value of all work to be performed(labor and materials) $
Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed
within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and
department approval. I certify that the application,plans,and supporting materials are a true and complete statement/description of the
work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances,and
in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a
certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above.
Print Name: I 1
Signature: t' .pm, _ Dater •- Z7/1
FOR OFFICE USE ONLY:
Operating Permit Issued: _Yes _No
Occupancy Type: _
Construction Classification:
Assembly Occupancy Limit:
Special Conditions:
Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256
Office Use Only
Town of Queensbury Building &Codes Received:
Tax Map ID:
FUEL BURNING APPLIANCE &CHIMNEY APPLICATION Permit No.: M-63)
Permit Fee: $
Application is hereby made to the Building&Codes Office for the issuance of a Building &Use Permit pursuant to the NYS Fire Prevention&
Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of
these requirements and also will allow all inspectors to enter premises to perform required inspections.
Important Note To Applicant: Rough-In and Final Inspections Are Required: FE3 0 4 201
Date7 .,,, - 2.42/¢
Owner �S " P,�t 0 Zeely Installer/Builder DR v.-1j S-7`J'Z2.�.,4'�.�i�c�.,4
Address /� P4.hic3ft/ Address 3gz_- g-/-, /4
Phone 9/4 Phone ;'/J-53 R - 7Co
Location of proposed construction and/or installation: 7 7 Frc Joy\ LN
Contact Person for Building& Codes Compliance: (�
Subdivision Name:
Fuel Burning Appliance Information Wood Coal Pellet Gas Oil
Stove
Fireplace Insert
Fireplace,factory built*
Fireplace, Masonry
Furnace,(Garage Only)
*If Factory Built, Please Provide: Manufacturer Name: Model No.
Listed By: Number:
Chirrney Information
Masonry' =check one _Block __Beck _Stone
Flue =check one Tile Steel Size in Inches
Material =check one _Double Wall __Triple Wall _Insulated _Direct Vent _Chirrney Liner
**If Non-Masonry, please provide: Manufacturer Name: Model No. _.
ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OR
MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE Town of Queensbury HANDOUTS REGARDING REQUIRED INSPECTIONS.
Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256
J
' Residential Final Inspection j t — 1 2,
Inspection request received 4\ I IV)._Q\ ko
Name i1LE---A0A, Inspected on Li )Z l
Location i-� `I--- Lt.\ Arrive b am I pm
Permit No. 20 VA -• n3\ Inspector's Initials CI
Type of Structure \ 1cd 1\-,,r_
LPrVOJ • 5t5 - 5Q5 -
Yes No A Bathroom Fans, if no window
4" Building Number Address visible from road Plumbing fixtures
Chimney Height/ "B" Vent/Direct Vent Foundation insulation to floor/ Sticker on Panel
Location
Fresh Air Intake Duct work sealed properly/ Blower Door Test
Certification
3" Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement
Roof Complete/ Exterior Finish Complete 1,000 sq.ft.
Platform at all exterior doors Emergency egress below grade
Handrail 4 or more risers Gas Furnace shut-off within 30 ft. or within line
of site
Guards at stairs, decks, patios more than 30 " -- - —
above grade Oil Furnace shut-off at entrance to furnace area
Guard at stairwell at 34" or more Furnace/Hot Water Heater operating
Guard at deck, porches 36 " or more Low water shut-off boiler
Handrail Termination at Newell Post or Wall Relief Valve(s) installed /Heat Trap/Water
Interior/Exterior Railings 34 "to 38 " Temp 110
Deck Bracing / Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum
%:" Gypsum
Grade away from foundation 6 " with 10 feet Basement stairs closed rise 4 4 inches
6" clearance to sill plate Garage Floor Pitched
Gas Valve shut-off exposed /regulator 18"above Garage fireproofing/Y4 hour fire door/door
grade closer
Interior privacy/trim /doors/main entrance Gas Logs in Sealed or Glass Enclosure \,/
36 "
Bathroom / Kitchen watertight Final Electrical: Energy Saving Light Bulbs 50%
Safety glazing /Window in stairwells safety Final Survey Plot Plan
glazing Arc Fault Breaker Habitable Spaces /Tamper
Interior Smoke Detectors / Carbon Monoxide Proof Receptacles
Detectors Flex Gas Pipe Bonding
Every level: Every Bedroom: As Built Septic System / Sewer Dept. Inspection
Outside every bedroom area: Sticker
Inter Connected: Site Plan / Variance required
Battery backup: Flood Plain Certification, if required
Attic access 30" x 22" x 30" (height) in Okay to issue Temporary/ Permanent
accessible area
Certificate of Occupancy OR
Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. Certificate of Compliance
ft. vents
Yes No N/A
'/ ` q� ,p4-42____14t— 1 - .41116"y
Comments:
Town of Queensbury Building & Code Enforcement Office No.(518)761-8256 (241
(W614.21_b/ ,'"
0Altlii. re-'6,
Town of Queensbury Fire Marshal a 041s
,0 742 Bay Road
Queensbury,NY 12804
761-8205/761-8206 / .-
— c)-, '
fax 745-4437
ph_z 01-6(
Factory Built Gas Fireplace/Stove Inspection Report noire -567u;,,y,e l
43,IT-
Notice:New York State requires that all UL Listed,factory built a. ! ,ancee i stalled according to the instructions and
specifications contained in the Installation Manual + . 1 : i •1 .he appliance.No deviation from the manufacturer's
instruct'i ns o ecifi ati i .s is allowed.
Permit# 0 14 _o31 Schedule Inspecti i i -tr.-', I5 ime 4 amPanytime Inspector 6..-C.
Name ikeetrj Address 7 7 61.- y-6))-\ I'L i\t Rough In_Fina
Appliance Manufacturer ) "e1i Model#
P36 E
Direct Vent/� Factory Built Chimney Flue Size Double Wall Triple Wall Insulated
Yes No N/A Commen -----
2.1ei2� Dem f ief
7
Floor Protection f'
/ - -�--�
Clearances to Combustibles (all sides) ,r 60 / C.e
� �– 7 /
Firestop(s) Vertical Chase 7'�
Wall Penetration 1.7 i�
Vent Clearances to Combustibles 6�5
Vent/Chimney Termination
Chimney height must be 3 feet above roof
penetration;2 feet above any combustible 1„/
construction within 10 feet 7
Gas Shut-Off Valve V —7 iAl p'�c.z.., Gid ' c• ces5
Combustion Air
/
Hearth Extension (if ally) 1/
10 Mantel � ` `t,1 0,-=
Height above f/p opening �r
Witness Operation / ;j'
Tank Placement(if LP)
CO Detection \/ 4,
CSST Bonding i
White—Building Dept. 1'ellom—Cust tmer Pink—Fire Marshal
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date In ' •ctjos r:ai.uuest received:
Queensbury Building & Code Enforcement Arrive: . I am/pm
742 Bay Road, Queensbury, NY 12804 Inspector s Ini
NAME: �C�?C r PERMIT #: -6.3/
LOCATION: 77 Q r t \+bn INSPECT ON:
TYPE OF STRUCTURE: R . s / Jt.
Y N N/A
Plumbing under slab
Rough Plumbing / Nail Plates
Plumbing Vent /Vents in Place
11/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet / change of direction
Pressure Test
Drain /Vent
Air / Head
5 P.S.I. for 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air / Head
50 P.S.I. for for 15 minutes
Insulation / Residential Check / Commercial Check
Window Sealing
Tyvek or Similar Exterior Sealant /
Proper Vent, Attic Vent \.
/ "3)
Door/ Window Sealed (No Insulation) V
Duct / Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly / No duct tape
Blower Door Test
Air Sealing
COMMENTS:
Rough Plinnbing_Insulation Inspection_02 05 13
Town of Queensbury Building &Code Enforcement
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received:
Name: Q l`CA Inspected on: ii
Location: -7 ? .tI ra_ ` r, , Arrive: _ \--50 a.m./,
Permit No.: /'/—Z,37 Inspector's Initials: MA
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal Well Water
Waterline separation distan e ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50'+I- Y N N/A
[150'to well required if NO]
Absorption Field: Tot I length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping I Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y N u1 \ti
End Cap Y N l� J �' v
Inlet/Outlet Pipes&Baffles Y N j 4 --��� lM
Manholes 12"or less below grade Y N
[provide extension collar if Yes] _Y—N • A
Location I Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Contowas-as-perPlot-Wan N
ngine
Eer Report and As-Built,_____, N
ETU Maintenance Contract provided Y_N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
ystem Use Stat .
Approved
• pproved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
Schoder Rivers Associates LETTER OF TRANSMITTAL
Consulting Engineers, P.C.
1 3 2014
Evergreen Office Park
453 Dixon Road, Bldg. 3, Suite 7
Queensbury, NY 12804
P: 518 761-0417 F: 518 761-0513
Email: carl@sraengineers.com
Date: December 30, 2014 Job 13-682
RE: O'Leary Residence
To: Town of Queensbury Building
& Codes Office 77 Brayton Lane
742 Bay Road Town of Queensbury, NY
Queensbury, NY 12804
Tax Map ID 239.2-2-86
Attn: Charles Dyer, Building Inspector
VIA: Hand Delivered
WE ARE FORWARDING:
;ci Drawings ❑ Submittals ❑ Other
❑ Specifications ❑ Addenda
❑ Shop Drawings ❑ Under Separate Cover
COPIES DESCRIPTION
1 Septic System Drawings C-1 through C-32 - Rev. 3 dated 12/23/14 -with "As-Built"
information indicated
Remarks:
For your records.
Sincerely,
Carl B. Schoder, PE
Principal
cc: Stephen O'Leary, Owner -w/ enclosures
4L ---:i____N)5-p- c----L 1--- / c /
p 0
c) .131 /4,631
_....
.v\en 0 ' Leo( (- 77 /5ry710)--). oZa_n .
,..
1.07-ti
TOWN OF Qt!ER:5) )0.,,, ,,,,
ROAD
BUILDING
1,10
AND CBOADYE ENFORCLm 7
)71 4
QUEENSBURY NY
• .
. . .
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. •
: •
. .
Maio Office 176 Doe Run Road-Manheim,PA 17545 l •
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
.. :.
. .
Permit No........................................Cert. 8 56 4 4 Cut-in Card No.
• •
• . .
.•
, !
Owner -.5./.r.:,..)..cal-
' • .
Location. 77 Li.Anxibp, 1..,Y1-•
•
Installation Consistwg of
. .
•
• . .
• .
. .
• ..
Installed By .1.4h.r24; y 447)4K.4.14.4(w2..r./.2.f.i-'' Lie.No. •
. .
• . .
The conditions following governed the issuance of this certificate,and any certificate previously issued is . •
cancelled:- '
This certificate only cover; the electrical equipment and installation conditions as of date. Upon the . .
. .
introduction of'additional quip/lent or alterations,application shall he promptly made for inspection. .• .
Inspectors of this Company shall have the privilege of making inspections at any time, and if its ! .
rules arc violated.the Company shall have the right to revoke this certificate.
• .
•
Date /.42.723n./...i INSPECTOR,... .1""),/.."6-4,-)a,
Member N.F.P.A.,1.A.E.I. •
• •
. .
TO 39Vd o18i1flt,1 NON 1289186Z. It:91 ST0Z/LZ/I0
1.00'd PBS 1.861 1.17:Z l S LOZILZ1 LO awIlialea XI
Town of C?ueensbury Building & Code Enforcement irn an 1- -3
Office No. (f.18) 761-8256
Septic Inspection Report
Inspection request received:
Name: 6 L.e_Q 1 7(.Z Inspected on: �-
Location: �� --"1
/�r6- c,� y1 Arrive: r...dWa.m. p.m.
Permit No.: —6 31 Inspector's Initials: AtiPir '
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water i 13.3 (r).-
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50'+/- Y N N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y N
End CapY N
Inlet/Outlet Pipes&Baffles _Y N J,11/4.)‘V �0\
Manholes 12"or less below grade _Y N
[provide extension collar if Yes] _Y _.N V
(.6 C__ C-/
Location I Separations c�
Foundation to tank ft. C�rGC�1J0 -
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y
Engineer Report and As-Built Y
ETU Maintenance Contract provided Y_N 177+A c\--
bE�` C`
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status-
Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Septic Inspection Report
4?SCHODER RIVERS Evergreen Professional Park
453 Dixon Road, Suite 7, Bldg. 3
ASSOCIATES _ Queensbury, NY 12804
Consulting Engineers, P.C. Tel. (518) 761-0417
Fax (518) 761-051 3
Stephen O'Leary December 24,2014
14 Patrick')Place SRA 13-682
Congers; NY 10920
RE: Wastewater Treatment System-77 Brayton Lane,Town of Queensbury,NY
Engineering inspections for system construction
Dear Steve:
This letter is to summarize the results of our engineering inspections for the construction of the
wastewater treatment system at the residence.
On November 4,2014, Matthew Huntington,PE from our office visited the site to review the
placement of fill materials below the subsurface wastewater treatment system. He performed
percolation tests on the soil and determined that the in-place percolation rate was 6
minutes/inch. This percolation rate is considered to be acceptable and the contractor
proceeded to install the sand medium and piping for the Presby"'treatment system. Mr.
Huntington visited the site again on November 5, 2014 to review the installation of the
distribution box,sand and piping materials. Mr. Huntington also review the installation of the
piping within the septic tank and determined that it was acceptable. Based on his observations,
it is our opinion that the subsurface treatment components of the overall wastewater system
were installed in substantial conformance with the requirements of the project design drawings.
On December 24,2014, 1 visited the site to review the installation of the wastewater pumping
station and associated piping and equipmert Both discharge pumps and the pump controller
were installed_ The discharge piping arrangement within the pump station was modified slightly
to delete the 114"diameter drain-back holes in the piping and to substitute therefore a ball valve
which allows for recycling of a portion of the effluent back into the pump pit,thereby allowing
the force main to drain when the pumps shut off. This valve is also used to control the flaw rate
into the distribution box. This modification to the original discharge piping design is acceptable.
The pump station installation was operated under all design scenarios including normal
pumping operations and the possible failure of one or both pumps. The pumps alternated their
operation during normal pumping conditions(lead/lag pump configuration)and activated the
alarm (as well as the lag pump)properly in the event of pump failure. The flow rate at the
distribution box was observed and determined to be appropriate with all discharge laterals
receiving approximately the same portion of the overall effluent flow. Based on my
observations, it is our opinion that the wastewater pumping system components were installed
in substantial conformance with the requirements of the design drawings and are acceptable.
At this time,there are only two minor items of work remaining regarding the watewater
treatment system installation. A manhole cover is yet to be installed at the discharge end of the
septic tank to facies access for future clearing of the tank. The contractor noted that this
cover is on order from the supplier and will be installed in the new future. The design drawings
also noted that large landscaping boulders we to be installed at the west end of the subsurface
treatment field to prevent vehicles from driving over the system. At this time,these boulders
have not been installed. We understand that in lieu of the boulders,you intend to install a low
decorative site retaining wall in this area as a part of the final sitework and landscaping to be
completed this Spring. This wall will serve the same purpose as the original boulders in
keeping vehicles off of the treatment system and is an acceptable alternative.
The remaining work items noted above will not affect the performance of the wastewater
treatment system. In our opinion, the system may be placed into operation at any time after the
final inspection is completed and the system is approved by the Town of Queensbury Building
Inspector. Please feel free to share a copy of this correspondence with the Town as may be
necessary for you to obtain your Certificate of Occupancy for the residence.
Please give me a call if you have any questions.
Sincerely,
Carl B. Schoder, PE
Principal
cc: Don Kinsley- Kingsley Excavating -via email only
Rough Plumbing / Insulation Inspection Report
L)& /021
Office No. (518) 761-8256 Date Insie do r•quest received:
Queensbury Building & Code Enforcement Arrive: I u Al am/pm
742 Bay Road, Queensbury, NY 12804 Inspecto Init a s:
NAME: C L PERMIT #: P/03)
LOCATION: 7 ,B 1-,ca INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
Plumbing under slab
Rough Plumbing / Nail Plates .
Plumbing Vent/Vents in Place
11/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet / change of direction
Pressure Test
Drain / Vent
Air/ Head
5 P.S.I. for 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air/ Head
50 P.S.I. for for 15 minutes
Insulation / Residential Check / Commercial Check
Window Sealing
Tyvek or Similar Exterior Sealant
Proper Vent, Attic
Door /Window Seal:I No Insulation
V
Duct / Hot Water Piping Insulation
If required unheated spaces -I ?
-
Combustion Air Supply for Furnace
Duct work sealed properly / No duct tapet'6
AirBlower Door Test `
Air Sealing
COMMENTS:
Rough Plumbing_Insulation Inspection_02 05 13
Town of Queensbury Building & Code Enforcement
.0ffice`No. (518) 761-8256
Septic Inspection Report
Inspection request received: ,{Name: 0f�"'��t` i Inspected on: 6Z In)
Location: LAT Arrive: . a.m./6
Permit No.: `.(5ve.! --0'5 V Inspector's Initials: dimi9
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal 1 Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft. •
Well Casing Length 50'+/ Y N_NIA C�� '-- , 1, I`v�
[150'to well required if NO] •rj.a t a‹' — --9diC
Absorption Field: Total length it r C ivkl- ‘---
Length of each trench 40 ft. ' ' 4 . l 5 t 1� - ,.
Depth of trenches (� —ham G
Size of Stone CR .k'5) (4-)L
A 1
Seepage Pits: Number Wt - -T� '--ix,P1
Size: x w
A-1 \40-�-:1 1 t(L
Stone Size: vT'f �►�T�'
Piping Size Type P Q —
Building to tank
Tank to Distribution Box /tj� �C 'l� u,.j5 1
Distribution Box to Field/Pit ti ( ,�
Opening Sealed: _Y_N :ic ��t,,,�� Q
End Cap Y N
Inlet/Outlet Pipes&Baffles V N < C Sr Z e ` ,�V/t opglfZ
Manholes 12"or less below grade _Y_N t� �q t �2,,,,
��'
[provide extension collar if Yes] _Y N (I``�— `�� `"l, �+ �``~ /
Location/Separations �
Foundation to tank ft. `4k- Z`J f _ 4-5-t`-3.. 1
Foundation to absorption ft. ` 2d-a _
Separation of Pits __ft.
Conforms as per Plot Plan ._Y N
Engineer Report and As-Built _Y_N
ETU Maintenance Contract provided Y N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:
Approved
P. is Approv-. .t d needs to be re-inspected, please call the Building &Codes Office
ii .pproved
Septic Inspection Report
d, _ (-/ pirr)
Septic Inspection Report
i I Lq, D-0 14
Office No. (518) 761-8256 Date InsPection request received: "
Queensbury Building &Code Enforcement Arrive: am/pm Depart. tam/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ,3
NAME:
�� r�� �• PERMIT NO.:
't — d
'si
LOCATION: CJ -<ct , INSPECT ON: fi . 19. /Oil
RECHECK: 1 / 176r4
Com ents and/or diagram
Soil Type: a / 1.4?/ Clay
Type of Water: Municipal Water _l
Waterline separation distance ft. i`/6 1 '`h
Well separation distance ft.
Other wells: ft. ( 9 1-_f.3 O
Well Casing Length 50' +/ - Y N N/A
[150'to well required if NO] 7 9 C —
O/ 7 3
Absorption Field: Total length ft. •
4 —
Length of each trench ft. 25j, `7", f .e
Depth of trenches ! ft.
f
Size of Stone r
nj
Seepage Pits: Number 1` _ I / -
,,,, '
Size: _ . . x V �'
Stone Size: /
�ds�� , i�GL v�
Piping Size Type 2 �,
Building to tank r\ ' ' Ze_- l 8q_m`< tyStre
Tank to Distribution Box
Distribution Box to Field/ Pit 'c:2- '' ` _ ---
Opening Sealed: Y N ! -�'gL
End Cap gN /� V R .�
Inlet/Outlet Pipes &Baffles N C
Manholes 12"or less below grade _Y,N
[provide extension collar if Yes] Y N rrzt-5-tic,
cr‘z_f,
Location/ Separations
Foundation to tank �-2.-- ft.
Foundation to absorption ft. _
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built —Y NJ
2� 1/� �v-
ETU Maintenance Contract Y N �` /
provided ' .
Location of System on Property: F-2-(4_01J.G ..---0qt,eivz,--- ---7__A
Front Rear Left Side Right Side Middle Front Middle Rear
stem Use S .s s:
Approved
IT Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Fomes\Septic Inspection Report`03 29 10.doc
.ueensbury Building & Code Enforcement MO c)-
.,,e
.,,C No. (518) 761-8256
Framing / Firestopping Inspection Report
Inspection request received:
Name: ( ) _} y0n Inspected on:
Location: ` ) /� o�-� L., Arrive: �` a.m.l/m/
Permit No.: /</ —U`q I Inspector's Initials:
TYPE OF STRUCTURE: P' eS A t+
N NIA COMMENTS:
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers
Truss Specification Provided
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft.8 in.
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
•
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft.floor trusses
•
Anchor Bolts 6 ft.or less on center
Ice and water shield 24 inches from wall
Fire separation 1,2,3 hour
Fire wall 2,3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side 1/2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in.(H)
20 in.(W)
5.7 sf above/below grade
5.0 sf grade
Design Professional Sign-off,if required
Framing / Firestopping Inspection Report