2004-913 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE-
Permit Number: P20040913 Date Issued: Friday, November 19, 2004
This'is to certify that work requested to be-done as shown by Permit Number ? P20040913
has been completed.
Tax Map Number: 523400=308-018-0001-058-000-0000
Location: 52 NORTH CHURCH Ln
Owner: MALCOLM & GLORIA O'HARA
Applicant: MALCOLM & GLORIA O'HARA
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
property owner of the responsibility for compliance with Site Plan,
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
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040913 Application Number: A20040913
Tax Map No: 523400-308-018-0001-058-000-0000
Permission is hereby granted to: MAT,('OLM& GLORTA 014ARA
For property located at: 52 NORTH CHURCH 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 die NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. I Type of Construction Value
Owner Address: MALCOLM& GLORIA O'HARA
52 NORTH CHURCH Ln Septic Alteration Residential
Total Value
QUEENSBURY, NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2004-913
SEPTIC ALTERATION
$25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 18, 2005
(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.)
i
Dated at the wn o uee h sday, November 18, 2004
SIGNED BY for the Town of ueensbu
Q rY.
Director of Building&Code Enforcement
Application for Permit-'Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256
1. OWNER INFORMATION: :.......................................................................... ............................
�� Office Use
Location of installation: �� tjo�-( (a, eF
Permit No.
Tax Map No. Nq
Fee 4'X
Owners Name:
��� �r�V
Address: OFQU 04
D���'�ND NSBDRY C�
2. INSTALLER'S NAME : . ' 7V✓' � ° PH OD O• � /2 —17` f�7`
3. RESIDENCE INFORMATION: (circle year 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 =
1980— 1991 .2 x 130 gal/bdrm =
1991 —present x 110 gal/bdrm =
Garbage Grinder Installed yes` i no 30SIi
Spa or Hot Tub Installed yes_ / no
4: PARCEL INFORMATION: (circle applicable information&indicate measurements)
Tmoara-ohv Soil Nature Ground Water Bedrock or Im ervious Material Domestic Water Su ply
sand at what depth at what depth unici
Rolling o feet feet well
Steep slope clay if well; water supply
_%slope other from any septic-system
depth: absorption is . ft.
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.
CVir >,-J4-
Septic Tank: I bow' gallon (min. size 1,000 gal.)
Tile Field: each trench ft. Total System Length: ft.
Seepage Pit(s): number of size of each: ft. by ft.
Size of Stone to be used: # 1 depth or thickness feet
i
Bed.System Size: o x
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 have read the regulations with respect to this application and agree to abide by these and all
requirements of the Town o ewbury Sanitary Sewage Disposal Ordinance.
ig ature of responsible person Date
Towhl Of (1114--elvAbu'ry
�rwca•s :111c1 �iCW;IJ;C Dispo.:a1 (.11:1plet.
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7. SICTN,ATURE &INFORMATION FoF,Usilt1"JoLz r rr%z%-#v, W1.904-0•wu�,f '` '''•, r
r.-
NACE ENGINEERING, P.C.
169 Haviland Road, Queensbury,NY 12804
Phone-518-745-4400 Fax -518-792-8511
November 18, 2004
Project#49152
Mr. Jay Sweet
Queensbury Septic Tpyy ® NOV
PO Box 4283 A&1
�N Q�r �Op� loWNOF 1 2004
Bay Road GC�eU
Lake George,NY 12845 0®���, pCOo�Rr
Re: Percolation Test
O'Hara Residence - 52 North Church Lane, Queensbury,NY
Dear Jay:
At your request, on November 17, 2004, I performed a percolation test at the O'Hara residence
located at 52 North Church Lane in Queensbury. The test was performed to.the front (southeast)
of the existing residence in the location where construction of a replacement leach field is
proposed.
The results of the testing are as follows:
Percolation Test
Stabilization percolation rate- 1" in 1 minute, 02 seconds
The test was run in the native sand at a depth of 24 inches in a 30 inch deep hole. The hole was
presoaked and the test was run 12 times until it stabilized with three consecutive runs of 1:00,
1:00 and 1:02 respectively.
The design flow for this 3 bedroom residence at 110 gallons per bedroom requires an absorption
area of 411 sf. The replacement bed for the should of consist of an absorption bed with 480 sf of
absorption area. p
Please call me if you have any questions. 7
Sincerely,
Thomas R. Center Jr., EI
V 1 2004
TOWN
8U OIL ANEIVSBURY
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UILDING & DeZPT
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kEVIEWEp 8Y
DATE
"I have seen or observed, or believe I saw evidence of,
all objects such as houses, w;eils, trees, fences, etc.,
showr; on this document. I also represent that I have
personally m asu,ed th_, distances set forth on the diagram."
SIGNATURE DATE
Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/ in Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: —Q PERMIT NO.: l
LOCATION: /N• C�c JV—e— � tj INSPECT ON: vl d
RECHECK:
Comments and/or diagram
Soil TYP4. Sand&76 ,lav
Type of unicipa /Well Water
Waterline separat ance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches 4k ft.
Size of Stone Z
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank t ST's 62
Tank to Distribution Box
Distribution Box to Field/Pit tt
Opening Sealed: Y/N/Partial
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
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
L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/ epart: pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: `
1
NAME: / v PERMIT NO.: l 1 r l
LOCATION: `7 J r INSPECT ON: v
RECHECK:
Comments and/or diagram
Soil Type: an lay
Type of Wate ic' Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total len h ft. CC)5 �� / �17 G S
Length of each trench
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box �� 7
Distribution BoytoFfield/Pit SD 2
enin Seale : Y Ift Partial
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan VY N
Locati f System on Property:
Fro Rear Left Side Right Side
Middle Front Middle Rear
System Us S s:
Approved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
.Disapproved