2005-688 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIAN CE
Permit Number: P20050688 Date Issued: Tuesday, September 13, 2005
This is to certify that work requested to be done as shown by Permit Number P20050688
has been completed.
Tax Map Number: 523400-295-019-0001-070-000-0000
Location: 8 WESTMORE Ave
Owner: W. PAUL & BARBARA CRANDELL
Applicant: W. PAUL & BARBARA CRANDELL
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
owner of the responsibility for compliance with Site Plan
property P tY P
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
(2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050688 Application Number: A20050688
Tax Map No: 523400-295-019-0001-070-000-0000
Permission is hereby granted to: W PAI JI,& BARBARA CRANDELL
For property located at: 8 WESTMORE Ave
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: W. PAUL& BARBARA CRANDEL
8 WESTMOOR Ave Septic Alteration Residential
Total Value
QUEENSBURY, NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
SANITARY SEWER
DAN DRELLOS
PO BOX 224
GLENS FALLS NY
Plans&Specifications
2005-688
SEPTIC ALTERATION
$25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,August 26, 2006
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbu before the piration dat )
Dated at the Town of die sb ;�,f ugust 26, 2005
SIGNED BY V for the Town of Queensbury.
Director of Building&Code Enforcement
Application for Permit— Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury, NY 12804 (5 18) 1761-8256
1 OWNER INFORMATION:
....................... ....................... ..................................................
Office Use
Location of installation:
Iveir-Af
File Permit No.
Tax Map No.
� Cx) L'
Fee Paid
Owner's Name: fpu L' Cp-pv jdztc
A t,I r, 0'05....... ..................... ......................................
Address:
2. INSTALLER'S NAME PHONE NO. 2-67
7
3. RESIDENCE INFORMATION: (circle ye of dwelling, indicate #bedroom(s) and multiply #of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Computation = Total Daily Flow
1980 or older x 150 gal/bdrm = r—/
1980— 1991 x 130 gal/bdrm =
1991 —present x 110 gal/bdrm =
Garbage Grinder Installed yes_ / no
Spa or Hot Tub Installed yes 1 no c)
4. PARCEL INFORMATION: (circle applicable information& indicate measurements)
Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply
Flat sand at what depth at what depth municipal
Rolling loam —feet feet well
Steep slope clay if well; water supply
Yo slope other from any septic-system
depth.- absorption is
other
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: minute per inch
5. 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). Add 250 gallons to the size
of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub.
Septic Tank: /000 gallon (min. size 1,000 gal.)
Tile Field: each trench ft, Total System Length:
Seepage Pit(s): number of size of each: _ft. by_ft.
Size of Stone to be used: # depth or thickness feet
Bed System Size: :PC) X ?2.",
Alternative System: length and/or size
6. HOLDING TANK SYSTEM: (if required)
Number of tanks: Size of each: _gallons /TOTAL Capacity: _gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
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. I k
I have read the regulations with respect to this application and agree to abide by these and all requirements of
the To sbury Sanit Sewa sposal Ordinan
SXnitfure of respo'nWbi erson Dati
1
Town of Queensbury
Sewers and Sewage Disposal Chapter
Appendix C
ABSORPTION FIELD
SEPARATION REQUIREMENTS
r
Sham
POW)
y�* E3 WMwi�
AOU3&.
xt '` aRsY�
f %�4A.S►]td i r
Appendix C
ABSORPTION FIELD
SEPARATION REQUIREMENTS
PON
WA
'u 04.
7- +ems
�EF
IN
[iR/MCiMJLY
r
GtP.T ......
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No........................................Cert. N2 89906Cut-in Card No.....................................
Owner..............I P.
.......................................................................................................................................................
Location...... .....AV-j............................................. ..........
..............................
Installation Consisting of..:54- �1....6-2....z.........6....I... ...................
...............................................I..........I.......................................................................................................................
..................I...............................................................................................................................................................
InstalledBy..............`........ . -..................................................Lic.No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of making 1 �chons at any time, and if its
this
..
sp'
rules are violated,the Company shall have the right to r v e this e i cate.
9�i/3_0 1-- L- '
Date.... ..................S............... INSPECTOR a..ry...11...... ............ ............................................
Member N.F.P.A,I.A.E.I.
Septic Inspection Report
Office No. (518)761-8256 Date Inspection re est re v
Queensbury Building&Code Enforcement Arrive: m/pm epart: am/pm
742 Bay Rd., Queeeensbury,NY 12804 Inspector's Initi ls-
NAME: \ L P IT NO.: 0
LOCATION: J ECT ON:
RECHECK:
Comments and/or diagram
Soil T e: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft. )
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
See a e Pits: Number
Size: x
Stone Size:
_Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/NI Partial
End Cap*
Location/Separations
Foundation to tank
Foundation to absorption ft. � t--' —
Se aration of Pits ft. C�") 9 _...
Conforms as per Plot Plan Y N
En ineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front addle Rear
System Use Sta s:
Approved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
Last revised 1/6/05 j
ir3 N 4 =
- Nit—
la, r °
(incorporated xa ttrefita es A�arylain�t 1Jew York�,' �� .
a .
RIM
:.�.° _ � � _ .e �`:. `�.� ,ate.����~ � � s��-`�<'�'�*� ��.-.,�.�'-� •mar.
4,,� � �=fir�:._�;�•..� `� s ��� — � �'
a
w
a�
Y
ip
.tit
�ffi
VI{H1'�E�C�FFICE �� �'(hIK(i(�SPE�TOR YELLOWIDF�ICGER ; -�a�t�Dt�l`fS� 1 � �r�
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection PSPEICT
ive
Queensbury Building&Code Enforcement Arrive: part: a
742 Bay Rd.,Queensbury,NY 1,2804 Inspector's Initi
NAME: ` C-��1� O.: _
LOCATION: ��Gi � � _QQi ON:
RECHECK:
Comments and/or diaeram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
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 R
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial -
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft. 1�J
Conforms as per Plot Plan Y N
Location of System on Property:
Front 6S Left Side Ri lit Side
Middle Front Middle R
System Use Status-
proved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
L:iSueHemingway\Huilding.Codes.Inspeetion.FORMS\Septic Inspection Report.doc January 28,2003
Septic Inspection Report
Office No. (518)761-8256 Date Inspection r uest ceiv (o fJs
Queensbury Building&Code Enforcement Arrive: am/p i art:
742 Bay Rd.,Queensbury,NY 12804 / Inspector's Init' ls-
la-
NAME: I�11< j ' �C�.Cam'� 4L U E IT NO.: �
LOCATION: j-r- SPECT ON: 0/ fi
RECHECK:
Comments and/or diagram
Soil Type and/Loam/Clay
Type of Water: Mun' /Well Water H cvt- Ipc�'1
Waterline separation distance
Well separation distance ft.
Other wells: ft.- -
Absorption Field: Total length 7-0 )4,�ft-
Length of each trench wft.
Depth of trenches 'Z ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Di tAp
�,� Distribution Box to Field/Pit Z�` T %
Opening Seale . N/Partial
End Caps
Location/Separations
Foundation to tank
Foundation to absorption ft.
ft.
Conforms as per Plot Plan #- Y N
Engineer Re ort and As-Built Y N
Location of System on Property:
Fro Rear eft Sid Right
Middle Front iddle Rear
System Use Stat :
Approved
Partial Approved and needs to be re-inspected, please call the Building& Codes Office
Disapproved
Last revised 1/6/05
NACE ENGINEERING P.C.
169 Haviland Road, Queensbury,NY 12804
Phone-518-745-4400 Fax -518-792-8511
August 25, 2005
Project#49182
Mr. Jay Sweet
Queensbury Septic
PO Box 4283 �qi5
Bay Road
Lake George, NY 12845
Re: Replacement Septic System
Crandell Residence—8 Westmore Avenue, Queensbury, NY
Dear Jay:
At your request we have reviewed your proposed replacement septic system design at the site of
the existing 4 bedroom house of Paul Crandell at 8 Westmore Avenue in Queensbury. As per our
conversation the residence has an existing failed septic systems and the existing septic tank is
more than 3 feet below grade.
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 600 GPD (older style plumbing
fixtures) and a percolation rate of 1 to 5 minutes, you will need 640 square feet of absorptive
area. We recommend using a 20 ft wide by 32 ft long absorption bed with 4 — 27 foot long
laterals, which will provide 640 sf of absorptive area. Also, due to the depth of the existing
septic tank we agree with your proposal to install an effluent pump so that the absorption bed can
be kept at the standard depth.
Please call me if you have any questions.
Si cerely,
Thomas W. Nace, PE
TOWN OF OUEENSBURY
BUILDING7' ODES DEFT.
11 -COPY R �, �, ; w __
Fw f
I
C9
S
a
s