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2002-621 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CEPTIFICATEDE QCCUPANCY Permit Number:, . _:P'20020621 DateYlssued: Thursday,June 02,2005 This is.to cefy-that�work requested to be-done as:shown-by Permit.Number- � � -P2002'062`1 has been completed. Tax Map Number: 523400-288-000-0001--090.000.0000 � Location: 109 BUCKBEE Rd Owner: PAUL POLITTE Applicant: PAUL POLITTE This structure may be occupied as a: Single Family Dwelling By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy 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 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: -P20020621 Application Number. . A20020621 Tax Map No: 523400-288-000-0001-090-000-0000 Permission is hereby granted to: For property located at: 109. allCKBEE Rd 4 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. TTae of Construction Value Owner Address: PAUL POLITTE 14$10 CANA,AN Dr Single Family Dwelling 70,OOOAO Total Value 70,000.00 FT MYERS,FL 33908 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2002-621 1362 sq. ft. single family dwelling $163.44 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, August 08,2003 (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 Town Quee buryehg Au ust 08,2002 SIGNED BY for the Town of Queensbury. Director of Building 8&Code Enforcement Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 FT A permit must be obtained before beginning construction. Permit File N No inspection will be made until applicant has received a Fee Paid $ t 01= valid building permit. All applicants' spaces on this Rec.Fee Paid ��1181aulqy- application must be completed and must appear on the Reviewed By: CODE application form. Applicant: E->tc-A-V-V0-Z> Owner: VA-\.JL- Ppz-( rvi=- Address' -e=Ez-�v IF fL=C2) Address: I q to NW IQ-6 3 Phone# 30< Phone#(qq( q37 S 6-7 Property Location: Lot Number: i141 / House Number loci r.---b Subdivision Name: Tax Map Number: c> C20 X New Building: residence /commercial Estimated Market Value of Construction: $ '70 c GU L3 Addition: residence/ commercial If an Addition,what will use of new addition be? o Alteration: residence/ commercial L3 No change to exterior size: residence com'l 0 Other work(describe Check OccupancyInformation I"Floor 21d Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet L3 Single family dwelling t in-7-Q U Two family dwelling. C3 Townhouse E3 Multifamily dwelling #of units C2 Office U Mercantile U Manufacturing U 1 car detached garage 0 2 car detached garage E3 3 car detached garage U I car attached garage U 2 car attached garage C3 3 car attached garage 0 Storage building- commercial U Storage building- residential U Other C What is the proposed height of the structure :2- feet C) inches Will any second-hand or ungraded lumber be used? If so,for what?--- Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard other: Number of Fireplaces to be installed iJ Number of Woodstoves to be installed—0 List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder 519i S-ey Plumber Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my Imowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate'of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature:T, owner,owner's agent,architect,contractor Application for Permit-.Septic Disposal System - Town of Queensbury.742 Bay Road Queensbury,NY 12804 (518) 761-8256 1 OWNER INFORMATION: Office Use 4 Location of installation: 3VC Kf3GE- MT. R'k> . File Pe &>i i Tax Map No.L-/1E 7/ P 96/ Owner's Name: Jut . :................... �_. 2 2002 Address:1 y `?i JU cA-uA+jj -P2, WN OF <?A ENSSURV l / y&- sl C-z 3�9q C �UfLI?tt�� D C n= 2. INSTALLER'S NAME st �6- 15 c2l4�t�/t[t PH-'NE O- 2 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 x 130 gal/bdrm = 1991—present 7 x ., 110 gai/bdrm = 2aei Garbage Grinder-Installed, yes_ -/ no Spa or Whirlpool Installed yes_./ no 4. PARCEL INFORMATION: (circle,applicable information&indicate measurements) TopogmRhv Soil Nature Ground`Water Bedrock or Imnervious Material Domestic Water SnDR Flat s at what depth at what depth municipal oiling loam feet feet ell Steep slope clay ifwell;water supply pe other - syste any septic- from 1(c� mft -absorption-is _ depth::- 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'aichitect(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. Septic Tank: gallon(min. size 1,000 gal.) Tile Field: each trench ! b ft '' Total System Length: 4 2 Seepage Pit(s): number-of - "� size of each: }t by Size of Stone to be used: # / '� depth or thickness /- feet I Bed System Size: x y 6 Alternative System:' length and/or size 6. HOLDING TANK SYSTEM: (if required) Number oftanks: / Size of each: gallons 1 TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be in by aTown-approved electrical inspection agency. 7. SIGNATURE &INF.ORMATION FOR.RESPONSIBLE PERSON(please read) For your protection,please-note that pursuant to Section:136-29 ofthe Code ofthe 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 of Queensbury Sanitary Sewage Disposal Ordinance. 9 nature-of responsible person - ,Qa� ENERGY CODE 'COMPLIANCE APPLICATIO90 6QW44�1 TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS RECEIVED JUL 2 2002 Comnij ance Methods: P2_RT �5 - Acceptable Practice Method 1&2 Family Dwellings (on-'JNWN OF QL�4EN,-zSUFly • PA!.�.'Lw,6 - Thermal Rating - Componeqt8&xgdgGoAf 1&2 Family Dwellings; Muitl �4 1-1. ;CODE Dwellings (3 stories or less) P 1" 'Mn -" Design by Component Per-_Eozzmiaace Commercial Buildings-Hi Rise Residential *Reau-;-res submission of worksheets AIDPLIC?_N--T' S NA14E: PROPERTY LOCATION: 12(x'"e-e fAr- K6 PAvL Pcx-1 ME- Q0 v- �) PART 5 FETHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 Gross Floor Area - 136 ,2- s cru a r e feet 2 . T-.-=e 0-f- neat ri Elect___c 0; 1 Gas 0 3 . 1 s Jui ldi na mec'_,a:1-Lda_111y cooled? Yes C Rio 4 . Percent-ace ofc a:ea o--c w'?,dovqs and doors .- Over _17� ,,V_ under 179s 5 . R-7-F.A-LUES FOR 1NSU:,_!T70N N.-,- G7VE - - 4 BET.OW . _1H UST CORRES-20-ND :-0 S AS ON PLANLS SU"MMT17TED: a . _R0 o f R ?q b ---z'x t e o r w al I s R .21C. c Glazed are:S R 'If d . Exterior doors R e . -.7-loors ove:7 unheated spaces R -;dae of slab on grade (heated b-,u.i 1 di ncr) R C. 3as ezmenl-./cel-jer wa 11 1 S (above grade) R h . 3 a s em e n t/c e I a Z ,v a I IS (below, grade) . ;:ea-i na -duct::-pip j_n un--Bated space 6 . Se_-.ri ce (domestic) hot w;ztez- heating device Co-a-forms to e-_f-;f_:c_ieacy per cote X Yes No TZEMPEERATUIRE CONTROL MUXX-_ MTM SETTING ..'1400 WILL NOT BE F.-5.C E I) Siqna Dame P'_-cr__e Nu:n::er c-,L4 A,,C-b f- "b Slw �0_f 303--y T"S?=*`-­C=' S ju T-->t--pt- Town of QuE:ensbl�ry 7.4.2 Bay Road Q►ueensb�ii-y, NY 12804 T CDoC�,ArIC)T--T: Final Survey Plot Plan The survey has been by the serve y la.-ts bee N B .A W O' O � � I � L A NOS N/F OF CEDERSTROM L . 585 - P. 602 O ' V ' O '�1 I � V LANDS OF POL/TTE L.I/57- P. 95 n ' DEED PARCEL -I- POL/TT£ is 0 L. 1157- P. 86 TAX MAP.' 1 y O 14.036 AC. REMA /NI NG ' El � O 275.0 r Rn N-89'07--'W ti T 6./ O tii ��p 4 ti � ti. o' \ 5-26'05' t1l 0 N w � v C` SCALE.* / "= 200' AREA - 2. 549 ACRES TAX MAP 32- / I DEED REFEREMC£.' PAUL F. A RHEA POL 1 T T£ 7O PAULF POL /TT£ L. //57- P. 90 1-24-01 MAP REVISED 7-17-02 TO SHOW 2.25 AC. PARCEL /N 32- /- 33. / TO MERGE WITH 32- / - 44 ( LEAVING 14. O r AC. REMAIN- IN 32- /- 33. / ). INSET SCALE CHANGED TO I "_ 100' RE ✓I SED MAY 9, 2005 TO SHOW CONS TRUC TION, REVISED JUNE 1, 2005. Map of lands of PAUL F. POLITT Town of Queensbury * Warren County * New York Scale: As Shown April 17, 2002 Prepared By Wayne R. Raymond Licensed Land Surveyor Glens Falls & Wevertown, N.Y. REC'D J UN 2 2005 F 30,194 Residential Final Inspection Qj ~Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anl/p In Depart: pm 742 Bay Rd., Queensbury,NY 1 04 Inspector's Initials: NAME: PERMIT LOCATION: DATE: --- /O=03 TYPE OF STRUCTURE: Comments Y N N/A.." Chimney Ht./"B"Vent/Direct Vent Location 'Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating -Low water shutoff boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. -jV Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 'K hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 s . ft.vents Building No./Addre s vis le from ro Final Electrical . Site Plan /Varian re red Final Survey Plot Plan As Built Septic System/Sewer Dept,Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert.Of Compliance) Okay to issue Temporary C 1 O(Cert. Of Occupancy) Okay to issue Permanent C 1 O(Cert. Of Occupancy) L:ISueHemingwaylBuilding.Codes.Inspection.FORMS\Res.Final Insp.form 2.doe edited January 28,2003 E U'E U'E U a PL Pr Pr rr3 PL PL a PL Pr rL3 PE.i Q,�'a PL rL3 Pr 3 rL3 rL3 Pr a PL DL j PL[3 1 1 PL PL PL rL3 PL PL rr3 _,rr3 _P _P PLrL _lEfflPLPL�1 _PLPLPLPLPr _Pr Lr@ LJPLPLrL3PLPLI[El�� S BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK5 , NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 C5 WILCOX, NORMAN R. PAUL POLITTE 5 5 39 EGGLESTON ST. 14810 CANAAN STREET 5 5 CORINTH, NY 12822-1416, FORT MEYERS, FL 33901-19 `"'S- Ld-catdd-at ---- ---109-B--UCKB-5E�MT.-ROAD-OUEEN8BLfRY,--N[Y-128-04 -- -__ _ �. — _-- _----_ _� - 5 5 5 5 Application Number: 1085231 Certificate Number: 1085231 Section: Block: Lot: Building Permit: BDC: A239 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring,described below, located in/on the premises at: 5 Basement,First Floor,Second Floor,Outside, 5 S 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 found to be in compliance therewith on the 25th Day of August,2003. 5 5 Name QTY Rate RgjLig Circuit Type 5Alarm and Emergency Equipment Ili Sensor 1 0 Carbon Monoxide Sensor 4 0 Smoke Appliances and Accessories r0li Dish Washer1 0- KW Disposal 1 0 F.H.P. 5 Micro-wave 1 0 KW Exhaust Fan 1 0 F.H.P. 5 Hydro Massage Tub,Residential' 1 0 H.P. 5 Electric Heater Unit 1 0 1 KW 5 Electric Heater Baseboard 4 0 500 Watts Electric Heater Baseboard 1 0 1 KW 5 Electric Heater Baseboard 3 0 750 Watts Pump/Motor 1 0 1 H.P. _ �, 5 Panels -R_ 5 1 150 30 seal - ,G Wiring and Devices Fixture 24 0 Incandescent Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location-indicated. S 5 I I glirL3pLpLrC3j-L3pL�E-,'DFL3pLpdEg ��j2pr _P @ _P L3�'L3 PLPEPLpr "r3 ar3p I PL�fr:TUP 3�Effl :p 3p -1, ffl3pr r r_PrPLAIMj L L E.Pr Ljgl Q Lj �7r LrLC.�E AAA Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: b Queensbury Building&Code Enforcement Arrive: am/p Depart: a pm" � 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: `'w_ ' NAME: t. !' c� r" 1 e PERMIT#: a o�,`�tt�1- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain J Vents Cast Iron,-Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Q0vug Pl"u`vi, ail' Plates °--- Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Capper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Conunercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace uct Work Sealed E,roperly 1 COMMENTS: L:1SueHemingway\Building.Codes.inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 G?� n3 oa a r z lao -jn:io c c nm (A :3 voo N MWO :5 010-� o 1-1 0 n 0 0 0) .1" D. :3 'i >-h 0 � n > :3 (0 :3 (D ('D C r" (D a N 11% � (D r c'r a ar 0 (+ "" U n1-h d 'C7 us d M Q (D :3 0 0) :3 wJ .d (A ( I "Jr (D M S 1 O y I<n -h 0" � N ib' (D ! (Dc+ a .�0 m pi �' •1 a (A 11 T *, Z* roll -.�n L P s� vt ► -� us .� Q P oa m 0 Of no 0 m r N. (A(A �,� © , Nm m r� 0 # @ x 0 T. -J, a Z(D6ro 4 ro (D 0 0c+ 0 � � E � ►, P . � 1JV fftce Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at timer Dept. of Community Development Request received: A Z, Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, ArY 12804 ARRIVE a T �n 7 Notes: Inspector's i s(518) 761-8256 r s Initi r n r niti Is's NAME: PERMIT# LOCATION: INSPECT ON(date): 1,91 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form q apa AbeTk Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofmg Backfill Approval P umb!ng Under Slab 'urnbing Vent/Vents in Place ough Plumbing__ eating Rough-In wl� Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R ► - Proper Vent,A i Vent eler'-f rarrun Z-, Jack Studs/Headers I C, Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueRemiiigway\Bttilding.Codes.inspection.FORTVIS\GENERAT,INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received. Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AY 12804 ARRIVE-amlpm: DEPART'0, amlpm Notes: (518) 761-8256 Inspector's Initials NAME: -2 PERMIT# - ' (f*'o LOCATION: (A2' GGCk6P,-t114 4INSPECT ON(date): I t TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. #Materials for this purpose on site Foundation/Wallpour Reinforcement in Place oundation/Danipproofffig Boackfill Approval Plumbing Under Slab Plumbing Vent(Vents in Place Rough Plumbing-_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridg Joist Hangers !t:::� Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\Suel4emingway\Building.Codes.inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received. 0 l L Meet: , t "t4"r4y Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE 114jDamtD T-jj�om Notes: (518) 761-8256 Inspector's Initia NAME: Ed WCVLJ PERMIT# LOCATION: ck&een, 10q INSPECT ON(date): 611- TYPE OF STRUCTURE: RECHECK �ra—(zp- coxss4u.� N/A YE80 NO COMMENTS ,(Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Danipproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgmig- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemingwaylBuilding.Codes.Inspection.FORNf S\GENERAL INSPECTION REPORT.doe March 18, 2005 RECEIVED Town of Queensbury MAR 21 2005 Attn: Craig Brown,Zoning Administrator TOWN OF QUEENSf3URY 742 Bay Rd. PLANNING OFFICE Queensbury,NY 12804 Re: Building Permit P.002-621 Final Survey Dear Mr. Brown: We are in receipt of your letter dated March 15,2005. We are aware of the need for the final s.urvey,and in fact,just spoke again to Wayne Raymond about completing this for us, since he has done all of our survey work. He assured me that he will complete the final survey you require as soon as the snow melts. As you aware, this is a seasonal property. I can assure you, the house is located in the precise location that was indicated on the survey submitted to obtain the building permit in the first place. I am sure Mr. Raymond will have the final survey completed by end of May 2005. 1 hope this is acceptable for all practical purposes. Sincerely, Paul F. Politte Cc: :Wayne Raymond TOWN OF QUEENSSURY 742'Baf Road, Queensburf, NY. 12804-5902 March 15, 2005 Paul Polite 14810 Canaan Drive - Ft. Myers, FL 33908 Re: Building Permit#2002-621 Final Survey Dear Mr. Polite: 1 am writing to you as it has come to my attention that we have not yet received a final survey for your home and'ptoperty. associated with the above referenced building permit. A final survey is a necessary item in order for us to complete your file and issue you a Certificate of .Occupancy for your new- home-. A ,review of your file indicates' that we have not yet issued such a Certificate to you for the occupancy of your home, and without the survey, we will not be able to do-so. Please forward us a signed and sealed copy of your final survey so that we can help to finalize your project and issue you permission to occupy the home. Enclosed- please find a copy of a recent letter from our building department outlining these same.items. Failure to submit the final survey will result in the commencement of an . enforcement action with the:Tbwn of Queensbury Justice Court;,likewise, the occupancy of the home without a Certificate of Occupancy will result in the same action. Should you have any questions or comments, please, do not hesitate to contact this office. Since ly, . Tow f u nsbury C wn Zoning dministrator Cc: Dave Hahn,Director—Building&Codes C:\Craig Brown\2005 letiersVolife 3_15_05.doc TOT�VN OF QI, ENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 COPY ' www.queensbuq.net T Permit Applicant Property Owner PAUL POLITTE a 14810 CANAAN Dr - J FT MYERS, FL 33908 /Ve e ) r. The permit listed below expires on : 08/08/2003 X21t� Application Number Permit Number Permit Type A20020621 P20020621 Single Family Dwelling Please contact the Town of Queensbury Building and Codes Office at 761-8256,to renew your permit. Also, please contact us to update any inspections that may be required as part of this permit. If the.project is-complete, please call for a final inspection so we may close out the permit, otherwise there is a$25.00 permit renewal fee. This can.be mailed to the Town of Queensbury,in the form of a check or money order payable to the Town of Queensbury. Sincerely, Town of Queensbury Building and Codes Department "Home of Natural Beauty ... A Good Place to Live " bih NM 14 b5 ,69 61 - i" f` ^� V FOR PROPE RT LINE DATA SEE SURVEY AND MAPPING BY WAYNE RAYMOND, LLS PARTIAL SITE PLAN I" = 20' PROPOSED WASTEWATER ABSORPTION FIELD 2 LATERALS @ 46' KISTING GRAVEL DRIVE SED PRECAST CONCRETE DISTRIBUTION BOX OPOSED 4" PVC SDR 35 EFFLUENT SEWER " PER FOOT MINIMUM SLOPE (OPOSED 1000 GALLON PRECAST CONCRETE SEPTIC TANK. )CATE SEPTIC TANK AS NECESSARY TO AVOID ROCK EXCAVATION. LL FOR FROST PROTECTIVE COVER OF TANK AND GRAVITY SEWERS ILL BE REQUIRED. DSED BEDROCK CONCRETE MONUMENT PROPOSED 4" PVC SDR 35 HOUSE SEWER 1/4" PER FOOT MINIMUM SLOPE NYT 27 APPROXIMATE LOCATION 0` PROPOSED 2 BEDROOM HOUSE SOIL TEST DATA 7-18-02 TEST HOLE 0- 6" BROWN SANDY TOPSOIL 6-30" LIGHT BROWN SAND, SOME GRAVEL, LITTLE SILT, OCCASSIONAL COBBLE BOULDER RUFUSAL @ 30" GOOD ROOT PENETRATION PERCOLATION @ 30" - I" / 4 MINUTES CONCRETE MONUMENT SITE LOCATION PROPERTY L 1 NE - (TYP) Ll LOCATION MAP WELL 50 FT. MIN. TO SEPTIC TANK 100 FT. MIN TO ABSORTPTION FIELD RESIDENCE ,0' MIN. K L_ , PVC SDR 35 HOUSE SEWER @ 1/4"/FT MIN 20' SEPTIC TANK MIN I 1{-4" PVC SDR 35 EFFLUENT SEWER @ 1/8"/FT MIN I, DISTRIBUTION BOX STREAM. -ABSORPTION FIELD LAKE, 10 100' MIN MIN y i TYPICAL LOT DETAIL (N.T.S) NOTE: LOCATE WELL 50' MINIMUM FROM SEPTIC TANK AND 100' MINIMUM FROM WASTEWATER FIELD WETLAND OR NEAREST WELL I" = 1000'± s d: ,Jiy ri sir forfl^ Z. e7u _,.. PRELIMINARY NOT FOR CONts-uHIJCTION REV. BY: DATE. I 'VOTE: WASTEWATER SYSTEM SCALE I" = 20' PAUL F. POLITTE DRAWN Z.N.M. TOWN OF QUEENSBURY CHECKED: J . E . H . WARREN COUNTY, NEW YORK DRAWING NO.. NAMES E. HUTCHINS, P.E. 02-102 DATE SEALED: P.O. BOX 220, 12 CIRCLE AVE. SHEET DATE PRINTED: NORTH CREEK, N. Y. 12853 OF ---2 7-19-02 1 SOIL BACKFI LL DEPTH AS REQUIRED (24" - 30") 6' TYP. DIVERSION FOR SURFACE WATER ►' • • is .•'f"1 . •' A:. 24" t ABSORPTION TRENCH LATERALS PER PLAN OR SCHEDULE �--- TOPSOIL, FERTILIZE AND SEED ORIGINAL GROUND (STRIP AND REUSE TOPSOIL) SEASONAL HIGH WATER TABLE OR BEDROCK 4" PVC SDR 35 PERFORATED PIPE SHALLOW ABSORPTION TRENCH (SEE DETAIL) SHALLOW „ABSORPTION TRENCH (N.T.S.) NOTE: THIS DESIGN UTILIZES SHALLOW ABSORPTION TRENCHES. PLACE 24" TO 30" GRANULAR FILL. CONSTRUCT TRENCHES IN FILL WITH TRENCH BOTTOM AT 6" MAXIMUM BELOW EXISTING GRADE (C=6' MAX). CAREFULLY JELECT FINISHED FLOOR ELEVATION OF HOUSE TO AVOID PUMPING. DISTRIBUTION BOX INLET FROM SEPTIC TANK 4" PVC (SOLID) SLOPE VARIES 46' DOWN SLOPE ABSORPTION TRENCHES 1 24" TYACAL 6' 8' 4" PVC SDR 35" PERFORATED ABSORPTION FIELD PL1►N (N.T.S.) USE 2 LATERALS @ 46' FOR 2 BEDROOMS USE 3 LATERALS Q 46' FOR 3 BEDROOMS NOTE THIS DESIGN UTILIZES SHALLOW ABSORPTION TRENCHES. CUT ALL TREES, STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. REMOVE ALL LEAVES, LIMBS AND BOULDERS ABOVE GRADE, DO NOT SCARIFY. ROTOTILL OR REMOVE ROOT STRUCTURE BELOW GRADE. NO HEAVY OR RUBBER TIRED EQUIPMENT ALLOWED IN ABSORPTION FIELD AREA. CONSTRUCT DIVERSION DITCH OR BERM UPGRADE OF FIELD TO ROUTE SURFACE RUNOFF AROUND THE FIELD. PLACE FILL WITH PERCOLATION,RATE EQUAL TO OR GREATER THAN IN SITU USEABLE SOIL IN THE ABSORPTION FIELD AREA. MAXIMUM DEPTH OF FILL = 30". CONSTRUCT ABSORPTION TRENCH IN PLACED FILL WITH TRENCH BOTTOM AT OR PREFERABLY 6' BELOW EXISTING GRADE. SEE SHALLOW ABSORPTION TRENCH DETAI L. • OVERFILL FOR SETTLEMENT 4" PVC SDR 35 PERFORATED 6" TO 12" FILTER FABRIC 2" iSt 4" 3/4" TO 1 112" WASHED °-' (LONGITUDINAL SECTION) GRAVEL OR CRUSHED STONE MIN (CROSS SECTION) qm 1 2' MIN TO S.H.G.W. 2' MIN TO BEDROCK TYPICAL SECTION ABSORPTION TRENCH (N.T.S.) NOTES: - SPACE ABSORPTION TRENCHES 6' MIN O.C. OR AS NOTED - SLOPE PERFORATED PIPE 1/16' TO 1/32" PER FT - TRENCH BOTTOM LEVEL - DO NOT INSTALL IN WET SOIL - RAKE SIDES AND BOTTOM OF TRENCH BEFORE PLACING GRAVEL - TRENCH 24" WIDE, 30" MAXIMUM DEPTH - INFILTRATOR 24 MAY BE USED IN PLACE OF STONE TRENCH LOCATION MARKER 2FINISHED GRADE ZABEL FILTER r- ANITARY TEE U A 'r---CAULKED JOINT (TYPICAL) TO 3" MIN -J 60" 6" OF SAND, PEA :: 6" MIN WALL GRAVEL OR 3/4 TO �1-- THICKNESS FOR 1-112" AGGREGATE T_ POURED IN PLACE BAFFLES MAY BE USED IN -WATERTIGHT SEAL ALL PLACE OF SANITARY TEE COVERS, JOINTS AND PENETRATIONS PRECAST OR POURED i . L CONCRETE SEPTIC TANK INLET (I I ( OUTLET CONCRETE SEPTI; TANK (NTS) NOTE: USE 1000 GALLONS FOR 3 BEDROMK OR LESS NOTE: - INSTALL ZABEL A1800 RESIDENTI& WASTEWATER EFFLUENT FILTER IN OUTLET TIE - GARBAGE GRINDER SHALL BE COKIDERED EQUVALENT • TO AN ADDITIONAL BEDROOM FORSIZING SEPTIC TANK. AN OUTLET GAS DEFLECTION BAFLE AND A TWO COMPARTMENT SEPTIC TANK IS REQUIRED WHEN A GARBAGE GRINDER IS INSTALLED 13" 16" 25" - PLAN - ,. 4: 8 112" I I .. .. 2 112" ABSORPTION FIELD DESIGN DATA ASSUME 2 BEDROOMS (BR) AND A DESIGN PERCOLATION RATE OF 0 4 MINUTES ASSUME 1.6 GALLON/FLUSH TOILETS AND 3.0 GALLON/MINUTE FAUCETS/SHOWERHEADS DESIGN FLOW = 2 BR X 110 GPDIBR DESIGN FLOW = 220 GPD ABS(TION RATE = 1.2 GPD/SF ABSORPTION AREA = 220GPD/ I.2 GPD/SF ABSORPTION AREA = 184 SF USE ABSORPTION TRENCH DESIGN TRENCH LENGTH = 184 SF/2SF/LF TRENCH LENGTH = 92 LF USE 2 LATERALS 0 46' THIS WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED ON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 1106PD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM 12" OF SAND, PEA GRAVEL, SECTION - OR 3/4" TO 1-112" AGGREGATE DISTRIBUTION BOX (N.T.S.) NOTE: - USE SPEED LEVELING DEVICES TO BALANCE FLOW 5' MINIMIM COVER -TO HODS (10, MIN) 20' DEEP - 1 112' ANNULUS OF CLEAN CEMENT GROUT MAY BE REQUIRED. REFER TO CITED PUBLICATION WATER SUPPLY WELLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF NYCRR 5-B TITLED 'RURAL WATER SUPPLY' ATERTIGHT COVER 1 7FINISHED GRADE PITLESS ADAPTER SEAL CASING TO BEDROCK SUBMERSIBLE PUMP WELL DETAIL (NT. PRELIMINARY NOT FOR CONSTRUCTION