2011-318 TOWN OF QUEENSBURY
woro742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110318 Date Issued: Friday, July 15, 2011
This is to certify that work requested to be done as shown by Permit Number P20110318
has been completed.
Tax Map Number: 523400-290-010-0001-033-000-0000
Location: RIDGE Rd
Owner: RAYMOND & LINDA BUCKLEY
Applicant: JOSEPH EULIAN
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 (---Dj 4 74k---
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.
AO` TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20110318 Application Number: A20110318
Tax Map No: 523400-290-010-0001-033-000-0000
Permission is hereby granted to: JOSEPH EULIAN
For property located at RIDGE Rd
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: RAYMOND&LINDA BUCKLEY Septic Alteration Residential
952 RIDGE Rd Total Value
QUEENSBURY,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2011-318
septic alteration residential
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 30,2012
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Toes of eens
;!f �u�� �..: ,. June 30,2011
LAW
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
0 Community Development Office - 11 1 JUN 2 8 2011 J
Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 TOWN OF QUEENSBURY
BUILDING & CODES
Office Use Only l�`� //� }-- .,
TAX MAP NO. 270J /-33 PERMIT NO.M8 PERMIT FEE "/'(/
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS. PPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.
OWNER: 3-0s4F -$.1.LGallf INSTALLER: �S C? 1 � iIO-
ADDRESS: G5^c`� I\.ACLCJI.Qi1 Ai ADDRESS: 9,512.5‘41`iclCJ? I�[.l, Q114.3r
PHONE NOS. 67 S) 1�(4 ag HO E NOS. r��/ZN) 7`ici- jc 4
plr�o�
LOCATION OF INSTALLATION: (C{ ( G Uee o, IO tt,1 JaSbLi
v _ _j I (1),,Li
RESIDENCE INFORMATION:
NO.OF COMPUTATION
YEAR BUILT X = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRIR
1980 or older X 150 = 50 INSTALLED?
1981 -1991 X 130 = SPA OR HOT TLJ.B,
1992-present X 110 = INSTALLED? IUo
PARCEL INFORMATION: /
✓ TOPOGRAPHY: FLAT ROLLING V STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND LOAM Y CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? —
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? —
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL 1 (If well:water supply from any septic system absorption is 1.50 ft)
✓ PERCOLATION TEST: RATE IS 7%o.o PER MIINUTE PER INCH[mpi] (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: / ) GALLON (MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub.
SYSTEM TYPE: �,t 4-I@ /
ti ABSORPTION FIELD(WITH NO.2 STONE) Total length 11ST{ lift. Each trench r4 X 50 i
❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size?
❑ALTERNATIVE SYSTEM Bed or other type?
o HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
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
abid by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
San ry S- - -/i'�--posal Ordinance. ��(- codesna queensburv.net
`^ `"'��_� VISIT OUR WEBSITE FOR MORE INFORMATION
Sign tur- of •erson Responsible Date
www.queensbury.net
7A1(AAAP ,Ja. a9 O,do -1- 33 ()1(//-
Septic Inspection Po ion Re rt t 2-�
Office No. (518) 761-8256 Date InspectiR request received: .4/____S //
Queensbury Building &Code Enforcement Arrive: , .1 U am/p� �, De/part: am/pm
742 Bay Rd., Quee bury, NY 12804 Inspectot1's Initials: � —
NAME: 1 1�,G-�1/`J v� PERMIT NO.: c !) r
LOCATION: * , • .�W` INSPECT ON: _
RECHECK:
Comments and/or diagram
Soil Type: and/ .
Type of Water: Municl•. ell Wat:r
Waterline separation •is .nce ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
[150'to well required if NO] ��j
Absorption Field: Total length "�- . ft.
Length of each trench _4(5)./. .,_ft.
Depth of trenchesft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping i e�, Type
Building to tank 40 g- 3
Tank to Distribution Box I 4t yL�
Distribution Box to Field/ Pit u a
Opening Sealed: N
End Cap _ n
Inlet Outlet Pipes&Baffles z J . . (-/ /�' i
l � - �osj�U� o � !J1 F�L�
Manholes 12"or less below grade _Y_ N S
[provide extension collar if Yes] Y T N
Location/ Separations ' I G(< -� o c it/G K fieL >
Foundation to tank 4L,
LKN ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y_ N
Engineer Report and As-Built _Y N
ETU Maintenance Contract Y N
provided
Location of System on Property: 7
Front Rear Left Side Right Side Middle Front Middle Rear
S stem Use Sta u :
Approved
Partial Approved ..• • •-•s to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc
-50
Septic Inspection Report
Office No. (518) 761-8256 Date InsPection uest received:
Queensbury Building &Code Enforcement Arrive:100. am/p a rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: ��J/4/✓ PERMIT NO.:
LOCATION: �`<i O ( /'3 . INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam/ Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/ - Y N._� N/A
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 Cap
Inlet/Outlet Pipes&Baffles Y N
Location/ Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
S U tus
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: ->-'-'' am/pm //Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: <<<,
NAME: _L)Il
1 c fl ,� PERMIT NO.: )// '~ /
LOCATION: �.,,,;?i., veil INSPECT ON: ®i
RECHECK:
Comments and/or diagram
Soil Type: Sand / Loam / Clay
Type of Water: Municipal / Well Water
Waterline separation distance
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 Cap Y N
Inlet/Outlet Pipes & Baffles _Y _ N
Manholes 12"or less below grade _Y_ N 7
[provide extension collar if Yes] ____ Y— N t''� oi-'e - Q' Guo u.,
Location / Separations 4,'7 /j, - /),..,
/9d✓ , .17s
Foundation to tank ft. lv, 1/ ...� .3(0 `' 3etN cl�
Foundation to absorpon ft. C" r�
Separation of Pits _ . ft.
Conforms as per Plot Plan _Y N
Engineer Report and As-Built Y_ N
ETU Maintenance Contract Y N
provided
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
?:Z
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report`03 29 10.doc
OJ-
9
J-2 Community Development Office
Town of Queensbury - 742 Bay Road • Queensbury, New York •12804
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CENTER PROJECT
SERVICES
73 Sheridan Street, Glens Falls, NY 12801
Phone-518-796-2515
December 8, 2010
Project# 133
Mr. Dave Hatin
Town of Queensbury
842 Bay Road
Queensbury,NY 12804
Re: Replacement Septic System - Eulian Residence— 952 Ridge Road, Queensbury, NY
Dear Dave:
On October 16, 2010, I performed a percolation test at the Joe Eulian residence located at 952
Ridge Road in Queensbury. The test was performed to the southeast of the residence in the
location where construction of a new leach field is proposed. The residence has an existing
failing septic system which will be decommissioned upon completion and certification of the
replacement system.
The results of the testing are as follows:
Percolation Test
Stabilization percolation rate - 1" in 7 minute, 20 seconds
The hole was presoaked and the test was run six times until it stabilized with three consecutive
runs of 6:48, 7:05 and 7:20 respectively.
The design flow for this 3 bedroom residence at 110 gpd per bedroom requires 471 sf of
absorption area or 184 If of absorption trench. The new replacement absorption system for the
proposed residence should consist of the new 1,000 septic tank located on the south side of the
residence and a new distribution box with either a 20' wide by 25' long absorption bed (500 sf)
with 4 - 20 foot long absorption laterals or 4 — 50 ft long absorption trench lataerals either system
will be located to the southeast of the residence.
See typical detail sheet for typical system installation details
Please call me if you have any questions.
Sincerely,
Thomas R. Center, PE
Cc: Joe Eulian
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