Loading...
SEP-0503-2018 - TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-0503-2018 Date Issued: Wednesday, August 15, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-0503-2018 has been completed. Tax Map Number: 301.8-1-82 Location: 10 HEINRICK ST Owner: RICHARD COSGROVE Applicant: Sanitary Sewer Service This structure may be occupied as a: Residential Septic Alteration 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, 4 Variance, or other issues and conditions as a result of approvals by the Director of Building&Code forcentent Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY .7. / litogi ', ' 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0503-2018 Tax Map No: 301.8-1-82 Permission is hereby granted to: Sanitary Sewer Service For property located at: 10 HEINRICK 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 Owner Name: RICHARD COSGROVE Septic Disposal-Residential $0.00 Owner Address: 10 HEINRICK ST Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Sanitary Sewer Service PO Box 224 Glens Falls,NY 12801 Plans&Specifications Residential Septic Alteration $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday,August 9,2019 (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 t expiratio •.te h: Dated at the Town Quee ury; 4 Th, •.•`+' August 9,2018 vi, ,, SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Al!" .,,,', SEM 11C DISPOSAL PEit MIT APPLiCATiONOffice. Use Only P,.- ma Bays Read,Queerisbuiy,NY 12B04 r-, .-�ftTT� � »__-� ___. __ /� "'71 nr41 nshitrc a cs v �� >'Se tlV'-'"� 3 '.'(a'�' ���' E ' ` � �� _ p� �,,,r;��- r y Uf F.- /® p f-- - -,= - G rl5,O1 invoice#: o73i'( Tax Map III#° � � � J; Permit Fees II I/Otr YP AUG07201 nii• p` : lief, 'f fci S'' " 1 L. Sepik variance?) P Yes No Project Location: T�U�Lyu� ��Y �1y�-.,..qV.`�P,n0 �h vyy Primary Owners) C`G�L(4C ( J'C�r o�c ,rn, _rt 1. e. ,: o Mailing Address /0 He L/ ; iv/ t G _ - :.a _:_ ____ __.v. _e- _ Phone &Email Installer/Builder ,5,4ivf oree,fie J e-/v,c e Mailing Address °d, 4,k- Z �.-r evs d.77c-/Z /1/ /2d " Phone &Email 57 tf' 7f6 3 76 Engineer 4°a Mailing Address Phone & Email ' h 7Contact Person for Building«Code Compliance: 6-ea ' Phone:s7 t—77�- 6`- RESIDENCE INFORMATION: - Year Built. #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older installed? (circle one) ` 1981-1991 ,/ � Spa or Hot Tub Yes N do Installed? (circle one) 1992-Present PARCEL INFORMATION: Topography lb. Flat Rolling Steep Slope %Slope Soil Nature '- Sand Loam Clay Other Groundwater At what depth? /1-'i4 Bedrock/Impervious material At what depth? /i/' Domestic Water Supply L4Municipal _Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate:/—SJ per minute per inch(test to be completed by licensed engineerjarchitect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size _ /b71)gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub - System Absorption field with#2 stone Total length ft.; Each Trench ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type:2 0'X' 2r1 Holding Tank System , Total required capacity? ;tank size ;#of tanks NOTES:1.Alarm system«associated electrical work must be inspected by a Town approved electrical inspection agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. - The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation 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 and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. �-r _6 le- SIGNATURE:NAME: Di� DATE:• SIGNATURE: 47?.i iz' - ••-'7:-r-- - .''''' ' • DATE: t.--O �/ef-- Town of Queensbury Building&Code Enforcement Revised February 2017 PI,'(„k Arr-,,Q. eo 4. cirol,„ t,,, ______ I FILE COPY • rya �`�"._. ���� � ;Las -u -- 5cr,b TOWNOF QUEJ '. "R' EL ` A BUILDING & `b 'F ;" '-", � _ ,� " ®ate. . �".p • Y00L) i,........„.' (- VOE! S N • SgPTJ VE OBJECTS I HAVE SEEN OR OBSE WELLS,TREES, ENCES, ETC . SUCH AS HOUSES�CUMENT.1 HAVE PERSONALLY - - _ _.. SHOVEONTHISO pNTNISDIAGRA M5 FDIHEDISTA ESE�F R� j �' �• DATE gl NATURE r � u. .. . 00 � T K _ +� N ,i C � � _ �_ ,,, 4:-. ,v, Lo. , „.....,i, T 4, , / /Doo pol, , . I Cn d 4 YfJ .. , N.qqqq �t .may Y t fit. L. , - , ^�!�� .°'/° 111 , 't' C / .. C co) VrX • _ rck . 4, CENTER PROJECT SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796'2515°R""^ --_--- D ECEOVF n r�1 Au st 2 2018 AUG 0 7 2098 i i fkt Project#276 George Drellos P e .. I Sanitary Sewer Service TOWN OF C''�? — !'.'z',r�,q Queensbury,NY 12804 BUI�, s/�:..;.y .M...,., � ` Re: Proposed Replacement Septic 10 Heinrick Circle, Queensbury,NY Dear George: At your request, we have reviewed your proposed replacement septic system design of the existing 3-bedroom house at 10 Heinrick Circle in Queensbury. As per our conversation the residence has an existing failed septic system. 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 330 GPD and a percolation rate of 1 to 5 minutes, you will need a minimum of 348 sf of absorption area. We recommend using 20 ft wide by 25 ft long absorption bed with 4 - 20 ft long laterals. The absorption system can be constructed with the existing 1,000-gallon septic tank, new distribution box, and 4-inch diameter perforated pipe and stone. Please feel free to contact me at 796-2515 if you have any questions and that you for your assistance with this request. Sincerely, , !r _- Thomas R. Center Jr, P.E.