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2010-333 TOWN OFQ UEENSBURY ow742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100333 Date Issued: Tuesday, March 01, 2011 This is to certify that work requested to be done as shown by Permit Number P20100333 has been completed. Location: 40 MALLORY Ave Tax Map Number. 523400-309-007-0002-027-000-0000 Owner: GEORGE T CARPENTER JR Applicant: GEORGE T CARPENTER JR This structure may be occupied as a: Garage Attached By Onler of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the rTh'� r 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 F4iprsip 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100333 Application Number: A20100333 Tax Map No: 523400-309-007-0002-027-000-0000 Permission is hereby granted to: GEORGE T CARPENTER JR For property located at: 40 MALLORY Ave 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: GEORGE T CARPENTER JR DIANA A. SINGLETON-CARPENTI Garage Attached MALLORY Ave Single Family Dwelling $184,000.00 QUEENSBURY,NY 12804-0000 Total Value $184,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-333 1800 sq ft single family dwelling& 727 sq ft attached garage $288.70 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,July 26,2011 (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 o f Qu b ry; 1 / ..1 . .y,July 26, 2010 t I '. SIGNED BY for the Town ofeensb Qu ury Director of Building&Code Enforcement 3o 7. 7-2 -2 7 OFFICE USE ONLY TAX MAP NO. PERMIT NO. /0-33 3 gF .. FEES: PERMIT RECREATION ENGINEERING : yl/' (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID� PERMIT FOR CONSTRUCTION. LI APPLICANT/BUILDER: c,2O �rrpen r" OWNER: 5q"..e_ ADDRESS: dig /1eril #Ye_ 4k, ir.6 bOry ADDRESS: ,sq Ot-e PHONE NOS. 516- 36l- cID 7 PHONE NOS. 5q" CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: Frgh Is My PHONE:516-7/6-7-9:; LOCATION OF PROPERTY: 14-C Tpt Ilpry i - ; (Pid-e t r t AN /zany- HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 0 YES NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 x C'1 0 ♦- PROJECT O Lq, O O (I) LL' LL co I- U. = O U Z < < c- d Nd OIIL OF- Q1Z SINGLE FAMILY V IeOcr ZS TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) .�J> TOWNHOUSE BUSINESS OFFICE 4--1 ( (/� �) RETAIL- MERCANTILE FACTORY OR E INDUSTRIAL ATTACHED I --1Z-1 5 f GARAGE(1,2,3) -2.,C4( OTHERDeC' / Zoo SF IF COMMERCIAL OR INDUSTRIAL-NME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 16`T/Pot)17 FUEL TYPE: C- q II L /1 B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /VD D ARE THERE EASEMENTS ON PROPERTY? (I/o I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed qbvt / f / I Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL 7--1 VQ D T DATE QUESTIONS? CALL 761-8256 OR EMAIL codesAgueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION nnAratinn D .-,;+ c OFFICE USE ONLY TAX MAP NO. PERMIT NO. /t -3,B PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. D ` p i OWNER: G eO( / Grp ,hr� INSTALLER: d`-1 t( ( troChun J L/`C. ADDRESS: I� a (( 61te--/af44e/25karl/ADDRESS: 027 1(cw-vc.,1 cr L41e- Ga �pi( ' zeLie PHONE NOS. 516— 3G(- C/c G 5-te---717G--.5.67 ! PHONE NOS. v^-7c1G 5( 1 LOCATION OF INSTALLATION: q-6 114 Ito( ft've . F.e))Ind P(a Se j/ P v 2l/y 1-10lick NO.OF RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? N 0 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present I ht(-eP X 110 gallon per bedroom = 33c>> 7y"c'n5 INSTALLED? ')O PARCEL INFORMATION: �" ✓ TOPOGRAPHY: Flat rolling 1/ Steep slope %Slope ✓ SOIL NATURE: Sand I/ Loam / Clay Other ✓ GROUNDWATER: At what depth? /1/01-e-- e l deep Ic Je Oh elo-f'-P {R ✓ BEDROCK/IMPERVIOUS MATERIAL: At hat depth? tJcYt€_ ai 6(42164° ✓ DOMESTIC WATER SUPLY: Municipal Well (If well: Water supply from any septic system absorption is ft.) • ✓ PERCOLATION TEST: Rate is fn lnV*,$ minutes 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: /000:7 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: tt /l I ABSORPTION FIELD (WITH NO. 2 STONE) Total length 15-C) ft. Each trench 163 X ZV X� 0 ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? ❑ 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. (•!r--2-ce---) at_v•-(,)> Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: ( ' am/pm Date Inspection request received: Inspector's Initials: NAME: C `< 61L_ PERMIT#: 2-c3t -f53 LOCATION: 4 e" DATE: _ � TYPE OF STRUC URE: Comments: No N/A 4" Building Number Address visible from road \y‘ Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete �j Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more V,,,V Handrail Termination at Newell Post or Wall 1/ Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 1\'---- 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches V Bathroom/Kitchen watertight Safety glazing/WI ow in stairwells safety gl. ing Interior Smoke D ectors/Carbon noxid- Ietecto ` Every level: Ev Bedro m: j// Outside every bedroom rea: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents r/ /. / Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel Floor truss,draft stopping finished basement 1,000 sq.ft. i .°> Emergency / Emergency egress below grade / V Gas Furnace shut-off within 30 feet or within line of site V/ Oil Furnace shut-off at entrance to furnace area //: -v/ Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 V e Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched /// Garage fireproofing/34 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure ✓ Final ElectricalN 3,. Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles V Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] 0.- L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08; Revised 12/22/10 riii: /-:.3. //40 , Queensbury Building & Code Enforcement - Res' ntial Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: Z��c in/pm Date Inspection re uest receiv : Inspector's Initials: NAME: a, r T PERMIT#: t/ LOCATION: 4 c__3 �07 AK DATE: :,� - TYPE OF STRUCTURE: / Comments: Yes N 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location �� Fresh Air Intake (�N-Cs`1rZ 3 inch Plumbing Vent through roof minimum 18 inchesV/ A �� Roof Complete/Exterior Finish Complete 12c/ice o" -. 1713 Platform at all exterior doors 7 (1/4A-A-C g-11 \i- Handrail 4 or more risers '/ Guards at stairs,decks,patios more than 30 inches above grade --.- Guard at stairwell at 34 inches or more - /' Guard at deck,porches 36 inches or more VHandrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate j Gas Valve shut-off exposed/regulator 18 inches above grade ( e•tAA'kAX.741---137/Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/W' dow in stairwells safety glazingNi Interior Smoke D ectors I Carbon Mo. xidepetectors Every level: Ev ry Bedrogrfi: Outside every bedroo area: Inter Connected: ' Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area J Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents r.Bathroom Fans,if no window ji Plumbing fixturesFoundation insulation/Insulation Certification/Sticker on Panel Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade ,‘,\//' 'Pa'tAX-74 Gas Furnace shut-off within 30 feet or within line of site i ---- Oil Furnace shut-off at entrance to furnace area / Furnace/Hot Water Heater operating Y <1.A.,÷...._) Low water shut-off boiler ::::;' / Relief Valve(s)installed/Heat Trap/Water Temp 110 / 1....1 ,-V11/44—'S Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum ,� Basement stairs closed rise>4 inches Garage Floor Pitched 1� Garage fireproofing/%hour fire door/door closer /j Duct work Sealed properly / Gas Logs in Sealed or Glass Enclosure J �- �, Final Electrical ( °1 _`)V Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles f0 t - h_ C SL U Flex Gas Pipe Bonding \ As Built Septic System I Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. N2,, J 10 9 51 Cut- in Card No Owner `4' 6, i2 %N Location 44.6 Installation Consisting of ??,Say7Z-b4/ kht)6&1Wav...�1? C. .1�1`f k M/, i ter 4 Installed By 4A 44-0-14)0°6-2- Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki p- spections at any time, and if its rules are violated,the Company shall have the right to r v ke thi ficaatt . Date.. " l 7—// INSPECTOR Member N.F.P.A.,IA. .1. („ a;/i• rJ /6"1., -'(-- Plumbingi insula ion inspection Report Rough Office No. (518)761-8256 Date lns action request received: Queensbury Building &Code Enforcement Arrive: 0 5 am/P art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1 NAME: (lar ' -`,-Ii PERMIT#: / 3 -> LOCATION: eLl o male)r A ,� INSPECT ON: /1 2 -/C) TYPE OF STRUCTURE: Y N NIA I Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 'r4 inch minknum Drain Size Washing Machine Drain 2 inch minimum Cleanout - - 100 feet l cha a of direction Pressure Test Drain/Vent Air/Head -�� , 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Pay �i ND Water Supply Piping , �,,,k5 ;U� g Air rim em 15 minutes /1 �o•N Insulation/ esidential Check I Commercial Check �/ - .—r VC--A)-1— , imilar Exterior Sealant - -Proper Vent,Attic Vent Door/Window Sealed (No Insulation) Duct 1 Hot Water Piping Insulation If required unheated spaces C• • .ustion Air Supply for Furnace •uct work sealed properly/No duct tape I r -i=ile-E— fD/(3 gLewAy-0.Q.-t. "F<34 COMMENTS: e`'41- Rough Plumbing Insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518)781-8256 Date Inspection�request received: 11/ ! , C,2 Queensbury Building &Code Enforcement Arrive: T) -_o�, am/pm art: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: C - PERMIT#: -353 LOCATION: O ,-, 4116\r I INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch mimmnum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet l change of direction Pressure Test Drain I Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes )cInsulation/Residential Check I Commercial Check c;KT"J D Pte`% yvek or Similar Exterior Sealant t / iufb 0.446-- Proper Vent,Attic Vent ✓ �J �20 � (/ Door/Window Sealed (No Insulation) d,0& 1�44-77°A) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: 'V.Cam/ art: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: C, f&R PERMIT NO.: /0 33 LOCATION: IAA-Lt.-641 /11/E- INSPECT ON: /0/27 /0 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 _Y N Inlet/Outlet Pipes&Baffles _Y_ N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separatio - •'ts ft. Conforms as pe- • • Plan _N Engineer Report . • As-Built Y T N O.v Location of System on Pro•- . Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta : 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 W Q • AS -BUILT SEPTIC PLAN BEAN DESIGN Custom Computer Design (518) 796-5611 Email: fjelley@nycop.rr.com Lake George, NY GARAGE S`_0 2 206 51 9„ 28, `� I PROPOSED N I 1800 S.F. T0 00 39'6-' HOUSE HOUSE Z �--fLLJ 96 ,0, [ECIE0WIE I OCT 2 7 2010 TOWN OF QUEENSBURY BUILDING 8 CODES CARPENTER PROJECT 40 MALLORY AVENUE QUEENSBURY, NY 12804 GENERAL NOTE: 1000 GALLON SEPTIC TANK SEPTIC SETeq D -BOX_ -- �K I6' 6' I I ' I � I I I � I ' I �I 00 �V I LO O i co -- I I � O SEPTIC SET BACK - J - 309.7-2-27 ABSORBTION FIELD 17,415 SQ. FT. (THREE 50' LINES) 0.40 ACRES 46 MALLORY AVE. NO WATER WELLS WITHIN 100 FEET 0 0 OF THE LEACHING SYSTEM. ALL HOMES IN THE AREA ARE CONNECTED TO PUBLIC WATER. 20' MIN. 10' MIN. -I 12" MAX. 6" MIN. - 1000 GALLON SEPTIC TANK NON -PERFORATED PIPE, SCHEDULE 40. 1/8" PER FOOT SLOPE. DISTRIBUTION BOX GROUND DISTRIBUTION BOX, 12 MAX., 6"MIN. GROUND COVER 12" BED OF SAND OR PEA GRAVEL. 3" BED OF SAND OR PEA GRAVEL. HOUSE SEWER LINE TO LIE ON A FIRM FOUNDATION AT A MINIMUM GRADE OF 1/4" PER FOOT. SEWER LINE SHALL BE A MINIMUM OF 4" DIAMETER (SCHEDULE 40). SEWER CONNECTION TO SEPTIC TANK & DISTRIBUTION BOX GROUND NON -PERFORATED PIPE, SCHEDULE 20, 2' LONG MIN., 1/32 INCH PER FOOT SLOPE. DISTRIBUTION BOX 12" BED OF SAND OR PEA GRAVEL. THREE (3) LINES, 50' LONG, 4" DIA. PERFORATED PIPE, SCHEDULE 20, 1/16-1/32" PER FOOT SLOPE. TYPICAL TRENCH CROSS SECTION 6" MIN., 12" MAX. 12" MIN. 18" MAX. 2" MIN-. PERMEABLE GEOTEXTILE UNTREATED BUILDING PAPER OR 4" HAY/STRAW. 4 DIA. PERFORATED PIPE (SCHEDULE 20) DESIGN BASIS: THREE BEDROOM HOME. NO GARGAGE DISPOSAL. 330 GALLONS PER DAY (110 GAL.X3 BEDROOMS) PERCOLATION RATE (MAX.) = 5 MIN. PER INCH. REQUIRED LENGTH OF ABSORPTION TRENCH = 138 FT. MIN. (150 FT. USED) SEPTIC TANK CAPACITY = 1000 GALLONS SEPARATION DISTANCES SEPTIC TANK & EFFLUENT LINE TO WELL, STREAM, LAKE, WATERCOURSE OR WETLAND: 50 FEET. SEPTIC TANK & EFFLUENT LINE TO DWELLING, PROPERTY LINE: 10 FEET. DISTRIBUTION BOX TO DWELLING: 20 FEET DISTRIBUTOIN BOX TO PROPERTY LINE: 10 FEET ABSORPTION FIELD TO WELL, STREAM, LAKE WATERCOURSE OR WETLAND: 100 FEET. ABSORPTION FIELD TO DWELLING: 20 FEET. ABSORPTION FIELD TO PROPERTY LINE: 10 FEET. HOUSE SEWER TO WELL, STREAM, LAKE WATERCOURSE OR WETLAND: 50 FEET. HOUSE SEWER TO DWELLING, PROPERTY LINE: 10 FEET. SEPTIC TANK: 1000 GALLON STEEL REINFORCED CONCRETE TANK PIPE CAP DESIGNED IN ACCORDANCE WITH NEW YORK SANITARY CODE APPENDIX 75-A. GROUND �- EARTH BACKFILL 6" MIN. CRUSHED STONE (3/4"-1 1/2" WASHED GRAVEL) GROUND WATER, BEDROCK OR IMPERVIOUS LAYER TYPICAL TRENCH DETAILS GENERAL NOTES: 1) UNAUTHORIZED ALTERATION OF THESE DOCUMENTS IS A VIOLATION OF NEW YORK STATE EDUCATION LAW. SCALE: 1 2 SEWER DETAILS & GENERAL NOTES 1 11 = 20'-0' DISTRIBUTION BOX: OUTLET BOX MADE OF CONCRETE, FIBERGLASS OR PLASTIC. THE DROP BETWEEN INLET AND OUTLET INVERTS SHALL BE AT LEAST 2". A BAFFLE IS REQUIRED AT THE INLET SIDE OF BOX. THE DISTRIBUTION BOX MAY BE USED ON A SLOPED SITE PROVIDED THE INVERTS OF THE OUTLETS ARE ALL ON THE SAME ELEVATION AND THE FIRST TEN FEET OF THE OUTLET LINES HAVE THE SAME SLOPE OR SPEED LEVELS ARE USED. DROP MANHOLES WITH DISTRIBUTION LINES AND OUTLET LEVERS MAY BE USED ON MODERATE TO STEEP SLOPES. ABSORPTION FIELD TRENCHES: 1) DO NOT INSTALL TRENCHES IN WET SOIL. 2) INSTALL TRENCHES PARALLEL TO CONTOURS 3) INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET TRENCH DETAIL MINIMUM DEPTHS. 4) RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL 5) ENDS OF DISTRIBUTION PIPES MUST BE CAPPED DEEP TEST PIT: DATE: 6-26-10 0-10" TOPSOIL 0-18" LOOM, BROWN COLOR 18"-28" LOOM LIGHT BROWN 28"-96" SANDY LOOM, PALE BROWN NO ROOTS ENCOUNTERED NO SIGNS OF WATER LOOSE PACKED PERC TESTS: PT#1 (24" DEEP) - 4 MIN/INCH, 5 MIN/INCH PT#2 (25" DEEP) - 4 MIN/INCH, 4 MIN/INCH SCALE: NOT TO DRAWING 1`dJis.'1BLr:' 1 9/_ I U SE- F,; SCALE: NOT TO DRAWING 1`dJis.'1BLr:' Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r uest received: Queensbury Building & Code Enforcement Arrive: ,3 Sam!pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:a fit/ NAME: A.cfR a-c- PERMIT #: 333 LOCATION: �L_ kpAy /3(11-5- , INSPECT ON: i D ON TYPE OF STRUCTURE: Y/ N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction rue Test Drainessr/ Vent .) Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces mbustion Air Supply for Furnace Duct work sealed pro rly / No duct tape _ / ' , ./"K- Yedc) e_ . e-)er. b 0 Pre_Cz, Oftiz., 5 .\,_______ COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 ki ct,--;b i' 16 -1,?- P'1"--4 Rough Plumbing / Insulation Inspection Reportie:j , Office No. (518) 761-8256 Date InspectioR request received: l0/ /a-.0 i u Queensbury Building &Code Enforcement Arrive: /0 - am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _, NAME: C_-e-r-W-4-e-NPERMIT #: ?O/C) 333 LOCATION: ,a a v. INSPECT ON: / J�--7/e)--.0 )u / / TYPE OF STRUCTURE: lAleclitar4 Y N N/A R binglail Plates D D Q umbing Vent/Vents in Place N 1 '/Y inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction ure Test C ALL t%oQ- Drain/Vent v / .4' Air/Head 5 .S.I. or 10 ft. above highest connection for 15 minutes P ure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape r'i/L&5m/3 fir' i �v COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report j v IV-- Office No. (518)761-8256 Date Inspection request received: t//1-41/0 Queensbury Building&Code Enforcement Arrive: am/pm Departp am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 4c. NAME: C, 2 PERMIT#: (b ,33 LOCATION: f� M; j cr,� l v Q INSPECT ON: TYPE OF STRUCTURE: <'raming N COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging �// Joist hangers V Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 8 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • / Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D naps each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center t&ce and water shield 24 inches from wall Vi Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buildi g&Codes Fors-OIDlBuNding&Codes nspection Fore s1Frarning Firostopping hupsction Repoitdoc Revised January 7,2006 7 -3' Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/• 9:- ••rt:2 l i c am/pm 742 Bay Rd., Queensbury, NY 1281- , Inspector's Initials: A ,. NAME: :,,I1.1 i'' PERMIT NO.: N: Akei / INSPECT ON: - c--j CHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal, Well Water Waterline separa i• distance ft. rk c...) (..)--/_ Well separa i.n •istance ft. •• - wells: ft. Well Casing Len• 51 +/- Y N N/A [150'to well -1 uired I 0 Absorption Field: Total lens t' ft. Length • each tr: ch ft. De•I of tre-ches _ ft. Size o'Stone Seepage its: umber Aft, A��� Size: x \-„— Stone Size: CL.3C1 �s- Piping Size Type Building to tank ) — Tank to Distribution Box Distribution Box to Field/ Pit If Opening Sealed: N gf2f Manholes 12"or less •-low grade Y N ''` [provide extension collar if Yes] 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 ETU Maintenance Contract Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat = K Pa •• - 'proved an• needs to be re-inspected, please call the Building&Codes Office D . .. '.. L:\Pam Whiting\2010\Building Codes Forms\Inspection Forrns\Sepdc Inspection Report 03 29 10.doc 1 Septic Inspection Report Office No. (518) 761-8256 Date Ins ection uest received: Queensbury Building &Code Enforcement Arrive: 'r m/ Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspectors Initials: NAME: P2PL-rL?'et< PERMIT NO.: /7 LOCATION: /17-)6` _ INSPECT ON: �' f r z? 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 i f��� �L Distribution Box to Field/ Pit Opening Sealed: Y N A/ 0 End Cap _Y N Inlet/Outlet Pipes&Baffles _Y N Location/ Separations Foundation to tank - ft. Pr 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 Side Right Side Middle Front Middle Rear System Use Status: pproved 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 Ins i n quest received: Queensbury Building &Code Enforcement Arrive: ' 4, am/.7.7, De am/pm 742 Bay Rd., Queensbury, NY 12804 Ins is In tials: NAME: �AN V PERMIT NO.: -5S LOCATION: \/V-A-i-k---fRQ - INSPECT ON: 20 RECHECK: Comments and/or diagram Soil Ty c-• CV Loam/ Clay Type of Water. Mun cipal Well Water Wat- line se..= ation distance ft. e separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length P # ft. Length of each trench "!I ft. Depth of trenches Size of Stone #'// Seepage Pits: Number Size: x Stone Size: Piping Siz ii Type - --- — _--r.. a/ ,E Building to tank '5(1( . - :%""'� ''.. Tank to Distribution Box v t° 20 Distribution Box to Field / Pit 0 N Opening Sealed: �i' N �"Gi��*/r',/I End Cap ,,// N Alika _ ; G Inlet/Outlet Pipes&Baffles Y_ N ;:alb ,.._.....-...m.....`'�' Location/ Separations J itcL KC�G -`'1L Foundation to tank �10 f-t. ��� Foundation to absorption , ft Separation of Pits -0-r-> /ft. Conforms as per Plot Plan "1-Y N tV/ � /�© <- 60 (,/ 4/A Engineer Engineer Report and As-Built —Y N Location of Syste . •roperty: Front • Left Side Right Side Middle Front Middle Rear System Use Status: pproved 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm e art: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: , Yetc'APERMIT#: /4 ..--.33-27LOCATION: yyl/{-L G 6/y /VC- • INSPECT ON: /�f/y v TYPE OF STRUCTURE: ` Comments Y . N N/A Footings —Piers Monolithic Slab 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/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundaton Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins - "oni`equest received: /0 Queensbury Building&Code Enforcement Arrive: : . am/p part: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's 7 itials: '- NAME: CFS,/ `4 PERMIT#: /0 —'333 LOCATION: i�(I (� ►q I I c i ^/ f INSPECT ON: TYPE OF STRUCTURE: /2 Comments Y N N/A kings Piers Monolithic Slab 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: r 12 inch width 6 inches above footing fc,c L,ara. mil ..1 for wet areas under slab ,. :ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bultding&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pr�ip/Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ,fC� NAME: 6.4446A /G PERMIT NO.: r1 LOCATION: Ml4u cCy e- , INSPECT ON: ,. eirle 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 �; 44e ((/// Size: 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 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 L Side Right Side Middle Front Middle Rear System Use Status: A roved rtial Approved and needs to be re-inspected, please call the Building &Codes Office isapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ida, oA a NAME: C j .i , LOCATION: lb ,ot ( lor./ Kilre ; PERMIT#: 6� Y5� ✓ Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the surve has/been: 0 Crig Brown,Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Finai Survey Zoning Administrator.doc DEED REFERENCE: RACHEL K. KINGSLEY TO GEORGE T. CARPENTER, JR. DIANA A. SINGLETON -CARPENTER DATED: SEPTEMBER 13, 2007 BOOK 3380 PAGE 185 MAP REFERENCES: MAP OF THOMPSON PROPERTY CORNER OF SHERMAN & MALLORY AVENUES DATED: JULY 23, 1946 BY: L.A. MERON, P.E. MAP OF LANDS OF ROBERT J. KYSER AND ALFRED F. LUCCI DATED: OCTOBER 10, 1968 REVISED: APRIL 30, 1969 BY: COULTER & McCORMACK MAP OF LANDS TO BE MORTGAGED BY PATRICIA M. MORRIS III DATED: NOVEMBER 29, 1986 BY: COULTER & McCORMACK MAP OF A SURVEY MADE FOR DAWN SWEET DATED: OCTOBER 19, 2005 LAST REVISED AUGUST 14, 2007 BY: VAN DUSEN & STEVES fW pm L O T 7 LOT 2 1 STORY WOOD FRAMED HOUSE LANDS N/F OF DAWN SWEET S78 °04 32 I, A 206.57 T Du S V 'U AUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP= A LICENSED LAND SURVEYORS SEAL IS A nn /E/� VIOLATION OF SECTION 7209. SUB -DIVISION Z OF THE � T- NEW YORK STATE EDUCATION LAW.' ONLY COPIES I1 THE OF MAL OF INS SURVEY S t eve S O YAKKED MTN AN ORIGINAL of THE LAND SURVEYORS SU 1 SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES' 'CERTNTCATIONS INDICATED HEREON 904FY THAT Surveyors DOS SURVEY WAS PREPARED IN ACCORDANCE MTM THE BY THE CODE OF PRACTICE FOR LAND OF PROFESSIONAL ADOPTED E)OLand BY THE NEW YORK STATE ASSOCIATION OF °Gco o z TO THE PERSON FOR 040M THE SURVEY IS PREPARED, AND 169 Haviland Road Queensbury Queensbury, 45.8' L O T 7 LOT 2 1 STORY WOOD FRAMED HOUSE LANDS N/F OF DAWN SWEET S78 °04 32 I, A 206.57 T Du S V 'U AUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP= A LICENSED LAND SURVEYORS SEAL IS A nn /E/� VIOLATION OF SECTION 7209. SUB -DIVISION Z OF THE IIJJCC�. NEW YORK STATE EDUCATION LAW.' ONLY COPIES I1 THE OF MAL OF INS SURVEY S t eve S O YAKKED MTN AN ORIGINAL of THE LAND SURVEYORS SU SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES' 'CERTNTCATIONS INDICATED HEREON 904FY THAT Surveyors DOS SURVEY WAS PREPARED IN ACCORDANCE MTM THE BY THE CODE OF PRACTICE FOR LAND OF PROFESSIONAL ADOPTED E)OLand BY THE NEW YORK STATE ASSOCIATION OF LANG SURVEYORS SAID CEATIFlCATIONS SHALL RUN ONLY LL RUN ONLY TO THE PERSON FOR 040M THE SURVEY IS PREPARED, AND 169 Haviland Road Queensbury Queensbury, New York 12804 ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LEES ITHE L NDIN LISTED HEREON, AND O TO THE ASSIGNEES of THE LENDING WSnTunaN' (518) 792-8474 New York Lie. No. 50135 r96. 70 N76 O 4759T,w LOT 5 0 LOT 3 /SE CJ 3 M LOT 4 �N rnto 00 0 0 2 Map of a Survey made for George T. Carpenter, Jr. Diana A. Singleton -Carpenter Town of Queensbury, Warren County, New York 1 NO. znn -7 n 'T L` D_ n-7 LEGEND: O IPF = IRON PIPE FOUND O IRF = IRON ROD FOUND O IRS = IRON ROD SET/TO BE SET X = FENCE LINE cou. = UTILITY POLE LOT 3 = LOTS FROM MERON MAP LANDS N/F OF 152 SHERMAN AVE., LLC V 8/19/10 DA TE HOUSE LOCATION DESCRIPTION .uazel Huuuz�, i y, Scale 1'=20' S-1 SHEET 1 OF 1 CARPENTER C2455 DWG. NO. 052048 It Foundation Inspection Report Office No.(518)761-8256 Date Ins ti ncequest received: Queensbury Building&Code Enforcement Arrive: ')(.1. 1/p art: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: - NAME: �1. *.r� PERMIT#: 3 LOCATION: ikc e. �-�_ INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width • . e- • .,.ve footing 6 mil poly fo wet areas under slab Backfill Approv• • ., , • Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\FOundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM .— 70e.9)(Cc--7 Foundation Inspection Report Office No.(518)7614256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:: �L 64' NAME: ►� �� '� PERMIT#: /67 LOCATION: � ' '� _•j„� INSPECT ON: - JQ-/0 TYPE OF STRUCTURE: Comments Y N N/A Footings Monolithic Slab 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM