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1985-722 BUILDING PERMIT TOWN OF QUEENSBURY No. 85- 722 WARREN COUNTY, NEW YORK Ut PERMISSION is hereby granted to Stephen and Stanley Sutton +ti k 1 [[_- OWNER of property located at � vJA Route 9 — Lake George Road Street, Road or Ave- � w Sewage Alteration in the Town of Queensbury, To Construct or place a o at the above location in accordance to application together with plot plans and other information hereto filed and R approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. I� m 1 . OWNER'S Address is RD #2 � tIk Glens Falls , New York n rt 0 F3, ONTRACT:Ror:BULDER'S Name Ron Grimes Excavating ONTRACTOR or BUILDERS Address R.D #1 Lake George , New York a rr 4. ARCHITECT'S Name ro �n i t—' rRCHITECT'S Address ro ro 0 +-t YPE of Construction — (Please indicate by Xi m I Wood Frame ( ? Masonry ( ) Steel S f a w c�. r7. PANS and Specifications750 gallon grease trap No. 4 - 6 ' x8 ' seepage pits er lot andposed Use Sewage system for Sutton ' s Market V^ ro pa pa oo m December 9 i9 87 �- $ 10000 PERMIT FEE PAID - THIS PERMIT EXPIRES I- rt (If a longer period is required an application for an extension must be made to the Building and Zoning inspector o the ro town of Clueensbury before the expiration date.) rt gth December t9 85 Dated at the Town of Queensbury this 'Day off} SIGNED BY al . x! for the Town of Queensbury Buildirny and Zonir+g Inspector 6 TOWN OF MF17NSBURY BUILDING i ZONING DEPARTMENT C7UE ST4c SE"F'AGF DISPOSAL _,yP£RNEIT APPLICATION 1 . Vwner • s Name J7 � / ,q, 2 Jam' 1 3� Address Afc f - - v5 Telephone No .?l . w- 2 . Property location 3 . Name of person or firm responsible for installing system 't� Z2 LPIA Telephone No . Address 4 . Number of bedrooms ( residential buildings only) 5 . Daily flow gallons/day 60 Septic tank capacity C �'>c � gallons 7 . 'Topography : Cof rolling , steep slope 8 . Nature of &oil and depth 9 . If ground water , bedrock or impervious material is apparent at what depth does it begin? fta 10 . Percolation test : A is required . B is not required C if required what Is the rate minutes/inch 11 . Water supply : municipal. , well , other J f 12 . Type of system proposed : drywall , the field , other - Any contractor ,. corporation , individual , etc . engaged in th4 construction of a sanitary sewage disposal system who covers ' the same before inspection , does - not have an approved permit , or varies from the approved application will be subject to a penalty of $ 250 as provided for in Section 6 . 010 of the Queensbury Sanitary Sewage ordinance . ,r Date s gnat a applicant On separate sheet of paper submit a diagram of the proposed septic system with all. dimensions , including distance from any structure , distance from property line and domestic water supply , etc . include all dissensions of the system itself . Farm 3- 82 A TOWN OF QUEENSBURY Bu'jdiag Department Inspectors Refit Ds►te r / rd .i"r Name t AWMad rL Peemit No. rS y W rather Remarks ExcatYa tion Footin Forms Footin & Piers Foundation Cement Coat Water roofin Bacacfill Final Surti'e pram in Shea thin Roof Fel t Roofl n Sidingr Masonry veneer Rau h Pl Relief Valves Wall Board Bxt , Porches Finished Floor Xnterior Trim Stairs & Railin s Cellar Dr . Tile Concrete Floors Pl Fixtures Fire roofin r2por Closers Chimne Water Meter Inst . Se tic A roval Floors Foundation Insulation Walls Ceilin Building +�Inspectrir ti REMARKS ZIA tfr ' �' ' TOWN OF QUEENSBURY Buiid:us, ne sart=Out Nomw LAWAdfign PerwAt No. Remarks Excavra Lion Foat.in Forms Footi & Piers Foundation Cement Coat Water roofin j9acJkrill Final Surve Fr ,Shea thin Roof Felt Roofin SIdin Masanr veneer Rota h PI Relief Valves Wall Board Sxt . Porches Finished Floor Interior Trim 5t4ftirs & R'ailin s Cellar Dr . Tile Concrete Floors PI ro Fixtures Gar . Fire roof-in Door Closers Chi i ne Water Meter Inst . Se tic A rnval Flcrcyrs ^.,_4 FD��t ibrt C.$ Insulation A'►alls ice-ill lding Inspector REMARKS TOWN OF QUSEINSHURY Building Dopsrtment t 3 , N&a o a- 2 1�s l.AMation T o R Permit No. WeathAr Remarks Exca0a t on Footing Forms Footing & Piers Foundation Cement Goat Waterproofing Bac]kfill Final Surve Framing ShenthIng Roof Felt poofin Siding masonry Veneer Rot: h PlbgI Relief valves Wail Board sxt . Porches Finished Floor rntcerior Trim Stairs & Railings Callar Dr . Tile Concrete Floors 4pl2xr . Fixtures Gar . Fire roofin Door Closers Chimney Water Meter rnst . Se tic A rova3 kJ Fl orsrs Founda tic)n rnsulation Wails Geilin Bu x-I H3n rnspector REMARKS TOWN OF +QUEENSBU RY Building Department AA4 lti.�+e�ao.�. ltapo.c Date l 5 Nauo. sr �.gr ace ion Pew No. S'�4 vu►e:�her Remarks ' Exca0at on Poot.ingr Farms Footing & Piers Foundation Cement Coat Water .xoofin mac11cfill Final survey Frami _ sheathin Roof Felt Roof.in Siding masonry 'veneer Rou h P3 Relief Valves �► Wall Board Ext . Porches Finished Floor xnterior Trim stairs & Railin s Cellar Dr . Tile Concrete Floors PI . Fixtures Gar. Fire roofin Door Closers chi.mne Water Meter Inst . Se tic A royal Floors - insulation Foundation Walls Ceti l i Building Inspector REMARKS 4 �.0 3own 4QLE?+�f2 GLi'L QueensburylTown Office Building`/ Bay at Haviland Road, R . D. 1 , Box 98 Queensbury, New York 12801 Dec , 11 , 1985 Memo to file : Re : Septic installations - Ron Grimes , Contractor The last two installations of septic Systems at Sutton ' s on Rte . 9 , had some minor problems that can easily be remedied . In the area surrounding dry - weZZs ( or leach - pits ) , it is important that the stone used is of proper size and free of soil . The purpose of this stone is to filter the liquid from the septic tank . If the stone is too large , there is no filter - inrg and the liquid flogs directly to the soil, surrounding , carrying some solids that will plug the soil . It fob jows that if the stone is too smaZZ , or contains large quantities of soil , the solids will fill the small voids and plug the absorption area sooner . The obvious way to avoid these problems is to use the recommended size of clean stone ; which is as fot tows : For absorption fields ( tile fields ) - - Washed gravel or crushed stone 314 - 1a inches may be used as aggregate for the trench . Larger or smaZZer substances are not satisfactory , Run - of- bank agraveZ is unacceptable . ( # 2 stone veccommended ) For seepage pits - - The space between the Zining and the excavation wall should be filled to the level of the inlet pipe with 314 to 21- inch size crushed stone or washed gravel . Again , run - of- bank gravel is unacceptable . ( # 3 stone is reccommended . ) Most important is that all septic liquid be directed through the system in such a way that none escapes into the soil until it reaches the area designed for absorption . .� Jownv ' ueen� a�crrr Queensbury Town Office Building Bay at Haviland Road, R . G. 1 , Box 9B Queensbury, New York 12801 Page two , memo , septic This means that all openings in the system from the exit hole in the building foundation including aZZ tank/pipe and distrib - ution box/pipe joints are to be sealed A token wrap , with strip sealant , is not sufficient , It is recommended that these openings be sealed with cement car plastic roof cement ; com ete2� . This memo is intended to be informative , not derrogatorxy . This Office is here to help , whenever possible , in the prover methods of construction . Res ectfuZly sub * tted , Victor M . Lefebvre Asst . Building .inspector Cc , Ron Grimes Mack Bean .1 F s A� 4 l Gr*4 te a r Ilk p i