2011-454 TOWN OFQ UEENSBURY
742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201
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Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110454 Date Issued: Monday, December 05, 2011
This is to certify that work requested to be done as shown by Permit Number P20110454
has been completed.
Tax Map Number: 523400-303-020-0002-042-000-0000
Location: 144 RIVER St
Owner: 144 RIVER STREET, LLC
Applicant: 144 RIVER STREET, LLC
This structure may be occupied as a:
Septic Alteration Commercial
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, dam `
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
A.?" 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
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Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20110454 Application Number: A20110454
Tax Map No: 523400-303-020-0002-042-000-0000
Permission is hereby granted to: 144 RIVER STREET, LLC
For property located at: 144 RIVER St
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: 144 RIVER STREET, LLC
C/O ROBINSON& SON, LLC Septic Alteration Commercial
PO BOX 432 Total Value
HUDSON FALLS,NY 12839-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
MCKENNA CONSTRUCTION
639-8683 /361-3527
562 WEST Rd
FORT ANN NY 12827-0000
Plans&Specifications
2011-454
septic alteration residential
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 14,2012
(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 Torn o j( ,eensiuk ; /jf 1W/e esda , September 14,2011
SIGNED BY -�`` '' v for the Town of Queensbury.
Director of Building&Code Enforcement
.....
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OFFICE USE ONLY � 1 � `'`" f'
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TAX MAP NO. PERMIT NO. //. EMI
T FEE +
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• APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PER ITT0wN O- QUEEt1SBU 2Y
BUILDING & r
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SII • r ;
ISSUANCE OF A VALID PERMIT. Al +c►
✓'
OWNER: (<a6;0mivN I SJN L M
LI INSTALLER: C� (
',"0. OJt.-•st>0'
ADDRESS: 11 44 1V& S -1' ADDRESS: �) - w4 -S"I .J?ij ! UA.'
J /3
PHONE NOS. 5I t2)-- 1 4 0 -9 t 3o PHONE NOS. S.1 t7— (.73 5- 8 to g3
LOCATION OF INSTALLATION: t/'')4-g 4- ._t v- Q -C a g-g--:c..-e
RESIDENCE INFORMATION:
NO.OF COMPUTATION
YEAR BUILT X = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRIN E6
1980 or older X 150 = INSTALLED? (� V
1981-1991 X 130 = SPA OR HOT Tl.W
1992-present X 110 = INSTALLED? ,/
('ems— Av ..12/15 ►—ci- v-E, ins_i P'v t,t`d-C a
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING1 " \ STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND X LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? NOME
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? NON
✓ DOMESTIC WATER SUPLY: MUNICIPAL )< WELL (If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS 1-i 0 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: `DUI 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: e �6 1,1(a , pvi.AP +0A-1(
❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X
❑SEEPAGE PIT(S)(WITH NO.3 STO How many? Size?
❑ALTERNATIVE SYSTEM Bed .\ether type? 775-Sy• F /5 'X 2-s" r
❑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 e regulations with respect to this application and agree
to abide by t e, and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanitary Se :g: Disposal Ordinance. codesRaueensburv.net
i 9 , 71 VISIT OUR WEBSITE FOR MORE INFORMATION
Signatu of Person Responsible Date wwvr•aueensburY.net
Town of Queensbury*Community Development Office*742 Bay Road, Queensbury NY 12804
Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: z .0 ACC
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: B.
Air&VI
NAME: 1 ZO" PERMIT NO.: I h '
LOCATION: 144- R'.01...2 C- INSPECT ON: 2-Ar
RECHECK:
Comments and/or diagram
Soil Type: Sand ; •.m/Clay
Type of Water: Municipal`/ ell Water
Waterline separ tao distance ft.
Well separation •istance I ft.
Oth- wells: ft. `1✓
Well Casing Lencth 5#' +/- Y N N/A `
S BUILT
[150'to welly required NO]
('fi
Absorption REM: Total len. 1 ft.
Length of each tre h / ft.
depth of trench-• ft.
I Size of Ston-
Seepaie Pits: Number
Size: x
I Stone Size
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/ Pit
Opening Sealed. Y N
End Y_N
Inlet/Outlet Pipes&Ba Y_N
Manholes 12"or less below gr:de Y N
[provide extension collar if es] Y N
Location/ ;•. ations
Foundati• to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan N
Engineer Report and As-Built N
ETU Maintenance Contract _ N
provided
Location of System on Property:
Fron Rear Left Side Right Side Middle Front Middle Rear
st-mU - .ss
r/Approved
lorr Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Tnspectlon Fotms\Septic Inspection Report`03 29 10.doc
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Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received: /0/11/3-0/t
Queensbury Building &Code Enforcement Arrive: am/pm Depart: �/ am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: PE 474:20.: 4/.<‘
LOCATION: IZl " - INSPECT ON: /0//t/4_0,/
RECHECK:
Comments and/or diagram
Soil Type Clay
Type of Water: Municipal/Well Water
/-'1� �i, ,
Waterline separation distance ft. �G
Well separation distance ft. 3 c,/ - 3 ).'7
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 7-- ft.
Depth of trenches 17— ft.
Size of Stone bi—-27
Seepage Pits: Number
Size: x
Stone Size:
Piping Size
Building to tank 'T
Tank to Distribution Box A
Distribution Box to Field Pit A `L- Ad/
Opening Sealed: Y mieP
End Cap N
Inlet/Outlet Pipes&Baffles �N
Manholes 12"or less below grade Y_.,_.N jZcV t''C �C� t
[provide extension collar if Yes] Y N
Location/ Separations
Foundation to tank / 4— ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan
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
stem . : S . 1�:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspectlon Fomis\Septic Inspection Repd#_03 29 10.doc
G. Peter Jensen
17 West Road
South Glens Falls
New York 12803
(518) 798—3859
October 13, 2011
To Whom It May Concern:
I have designed(plan 11-0508) and observed the installation of the septic system
for Robinson& Son, LLC at 144 River Street, Hudson Falls, Town of Queensbury,
Warren County,New York. Ir would appear that the installation is within the intent of the
design documents. To the best of my knowledge and belief, no field conditions were
encountered that would require a re-design of the septic system.
Sincerely,
Bit, „ 1
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G. Peter Jesen
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