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2001-268 TOWN OF QUEENSBURY 742 Bay Road, ueensb NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20010268 Date Issued: Friday, June 28, 2002 This is to certify that work requested to be done as shown by Permit Number P20010268 has been completed. Tax Map Number: 523400-227-018-0001-047-000-0000 Location: 52 HANNEFORD Rd Owner: DAVID &KAREN PRATT Applicant: DAVID PRATT This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage - 2 Cars Attached Single Family Dwelling ( avi' 4 Director of Building&Code Enforcement TOWN OF QUEENSBURY to's 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010268 Application Number: A20010268 Tax Map No: 523400-227-018-0001-047-000-0000 Permission is hereby granted to: DAVID PRATT For property located at: HANNEFORD Rd 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: DAVID PRATT Fireplace 107 FARMINGDALE Rd Garage-2 Cars Attached WEXFORD, PA. 15090 Single Family Dwelling 250,000.00 Total Value 250,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications BP 2001-268 Single Family Dwelling as per plot plan and specifications. Area Variance No. 36-2001, Approved by ZBA on June 20, 2001 for relief for frontage on a Town road. $346.66 PERMIT FEE PAID - THIS PERMIT EXPIRES: Saturday,July 20,2002 (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 To o eens ry,A Fri -y, my 20,2001 SIGNED BY / 1` for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development, 742 Bay Road,Queensbury,NY �• (518)761-8256 A permit must be obtained before beginning construction. Permit File No op No inspection will be made until applicant has received a Fee Paid valid building permit. All applicants' spaces on this Rec. Fee Paid $ 3 7/. 1-64 application must be completed and must appear on the �" Reviewed By: application form. 0. 7 (� Applicant:7gJ lam - Owner: ST440Z Address: (5 �17(6tgt3'M l. c Address: t— 1 Phone# (SIss) “3- ow,3 Phone#( ) - my 001 Wan/ter-Pieti2dTProperty Location: Lot Number: / House Number / 1t_f7i1vG 61+1 O i OF O'JEFNSURY CC ' Subdivision Name: Tax Map Number: l�, -1 - 5 , a ILL New Building: residenc /commercial Estimated Market Value of Construction: $ � S�r��b rest commercial ? ❑ Addition: If an Addition,what will use of new addition be. ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'l ❑ Other work(describe Check Occupancylnformation l" Floor 2"11 Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet ❑ Single family dwelling (0 314- - ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile ❑ Manufacturing ❑ l car detached garage ❑ 2 car detached garage ❑ 3 car detached garage _ ❑ 1 car attached garage ❑ 2 car attached garage c�9 ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other Will any second-hand or ungraded lumber be used? If so, for what? J v 0 Type of Heating System: electric/ oil / gas/wood forced hot it/ baseboard/other: Number of Fireplaces to be installed I Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder ilr'kwNerli-t Si-t6.(,_vJj}p'k�N -`�1 Plumber � e1 try Orb Mason c� 7cKi4C�.R.r4 -*At4^ - ElectriciantA),AGIA.AkSTA t t—t�tpt1l�Q,iJ� 3 aS—ya c�I Declaration: please sign below after you have carefully read the statement: To the best of my knowledge 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 I/we 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 oral cw constlu Signature: ` owner,owner's agent,architect,contractor 05/04/2001 09: 0:3 b113bti1921 LCIm-L,r I11rIu r r,F,mr_, . �.a� Building Permit Application Testis "QseCc:rr a bsc/7 ,pc1.4. ufaZnnrriwrray C.rvervionrni, ,vi ruy Burn, vueenvo'rv, !VI /LdtJ4 //O/-a/.)O/ -o -,♦ BUILDING & CODE ENFORCEMENT ____'NOTICE Requirements prior to issuance permit moot be obtained before of this permit: PERMIT FILE N0�.�� ill he made a construction. No inspections made until rpplicant has received I I Zorsing &yard Action ,v:v..r.,• ,:,:r-xu. .� . t VALID BUILDING PERMIT. All Area /Use RECREATION FEE PAID$ tpplicante" spasm on this application 1.(t]611,Iv c...g.i teml ..6.1.11,...laity..•t...w © I ieiInllag Liagr4 Action v of the .pplieent,must appear tax the /rL' lC'WIsU lil:' SPR / Subdivision /Other BulklNg Inspector t:. -aqon form. 7►..t.d 12rcrcwtion Fee Payment T' Applicant: .4 l ' c�..r',-TT ()Wrier. v�l�l U l t'S err-- • Addrans. / `!e' { t INN ACI Ct 9., IN) Ai Add.ce s: rt.tiur. 'a (5 _) _ 0 rhea_ A'tione err ( ) - Property Location: C4..A•n1rX4FOv s D.)P® Tax MapNumber _ Subdivision Name: « +✓ `� �'��" Section Mock Tilt ItVZ.TRE Or PROPOSED WORK: ESTIMATED MARKET VALUE OF THE � New B CONSTRUCTION: $ a-KO i OGQ residence / commercial Arid; - i li1i - residence / commercial OCCUPANCY INFORMATION: Al.terreti.on to Building: Pr;merry Building re8YUence / commercial S. Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling orrice Othcs WG,k (cloaciibe boiyw) Mox-cnntile Manufacturing Other CROSS AREA OF PROPOSED STRUCTURE: If ADDITION, what will use lot Floor. . . . . . . . to5G, sq. ft. of new addition be? : 2nd .F1'oor. - ._ . . _ 1 .3A nq_ ft. _ a.aLet .other Flt.iurs -747.0k3 ea. ft. ____._-__-_.. (not unfiniahod collar or baocmcnt) ACCESSORY HVILDINCS a -�. /%a t 1t_s-rtL.1IN Detached Garage 1, 2 car TOTAL FLOOR AREA: -. 4.$ SQ. FT. < Attached Garage 1, 0.113rt. s'aq SR Private_ Storage Bui .ing DU CT7.F. r]F NR.W RTArlr•TTTRR! Cc.+......re4a..1. et=.•.r,-,u.. n..: 1.4a.. Other •5Lo_ FEET X .. IS-- FF..ET Foundation Type: Vlacna.ieo C.4:Nc-p.as-rEc Will any second-hand or ungraded Number of Stories : 2 - ,lumber be used? If so, for what? (habitable space only) r►al Height (grade to ridge) : 2..e, feet TYPE OP' BEATING SYSTEM: Number of fireplatep and/or woodstove (circle all which applies) to be installed:_ • ,-. Electric / Oil / / Wood rAi , / Baseboard / Other Yet roou t O'esrvtles1Llc Lut aupoL vis1.vtl or wor'K as regares to oulicling codes la : Name Addresss Phone Builder: A -c'.li.►R E tl:.. �, 'Tt ta..a rs ►alve , , Y-1 Z'7`t,"c) el.a, Plumber: k, '0� N►tel Mason: ace lz.�st a�-Aml Li..v/t^+ u.A....-n s —ro+.=- 4z-t - -- - - Electrician: A... -4Ft� -r .-rA 111t�4.4.1o.w.._.c.eask. ,ssaT. S- • .e.i DELL RATION: Please sign below after you have carefully read the statement, '1'o the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, arc a true and complete statement of all proposed work to be dune on the described premises and that all provisions of the Building Code, the Zoning dtdinance 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, an AS BUILT PLOT PLAN by a licensed surve ; draw se showing` actual location of project on premises. Signature: owner, owner's agent, architect, Cotttravtux) Application for Permit—Septic Disposal System Town of Queensbuiy 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: t4 A.ti pi t �'�`/ File Permit No. C / Tax Map No. 15 . • Owner's Name: 1�ANI kb \?Mir Fee Paid Address: 2. ' INSTALLER'S NAME : ttiackiT C-xt1Ft S1P M.c4 i'r1 PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate If bedroom(s)and multiply i< 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/bdnn = 1980— 1991 x 130 gal/bdrm = 1991 —present 3 x 110 gal/bdrm = 3 • Garbage Grinder Installed yes D( / no MAY 0 8 2001 Spa or Whirlpool Installed yes / no e& TOWN OF OLLSENSCUPv BUILDING A N c >r 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) 46 oilliltture ._Ground Water.__©0rock__90mPeryisms_Material_._.17ompslic W1t4r.St►PpIY at what depth at what depth nfhlflI ipal Rolling ' own feet 4 feet well Steep slope clay if well; water supply _%slope other from any septic-system depth: absorption is fT. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: 1 5' minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by n licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the sin of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: l OC) gallon (min. size 1,000 gal.) Tile Field: each trench T ft. Total System Length: fl. Seepage Pit(s): number of size of each: ft. by fl. Size of Stone to be used: ll ' `�^l � / depth or thickness Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) 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 the regulations with respect to this application and agree to abide by these and all requirements o Town of Queensbury Sanitary Sewage Disposal Ordinance. ki0 ( Signature of responsible person Date AMTOWN OF QUEZ=It DURT Fat P..i d\,l/� a 'r BUILDING & CODES DEPARTMENT APPLICATION FOR: PORCHES-DECKS- Permit # DOCKS & BOATHOUSES Est_ Cost A PERMIT MU'aT BE OUTAINEU I3i(FUKC ULULNNLNU LUN:iIKUUILUN. rLLA:JL AN:,WLIf ALL UI IIIL IULLUWANU: The ..ndcraiyncd he ruby opplica f...- 0..i14i.ry hc,,,,it. to Jo the fallo..iny w... ..Lioh ...ill bo done in accordance with the description, plans and specifications submitted, and such special conditions as may be 'Indicated on the permit_ IWU WEIN OF NIKUL:ILIKAL PLANS ]HALL bU \IfI4MIT1FD L/ITN TUTS APPLICATION_ Owner of Property: Opt .J ? }TT P.O. Address ,cp� p� n 1 Phone # , R--O0d-3 Property Location 'vwoYw �z �3 -n�'asv\p'iy Tax Map N 19 ► 1 -S 7 4-1. Subdivision Name (If applicable) PERSON RESPONSIBLE FOR SUPERVISION OF IJORK AS PSCJROS TO BU LDINC CODES, �q N:Imr: Df 4 ik.Nz.13 .G jWk.. Address 4(-S..•14 3 ( )11' 1 Phone# (),k BUILDING SPECIFICATIONS: Types of work to be .Jo..c_ CEO Deck Dock Boathouse (circle one) Size of Structure to be bui square footage): Gore g Foundation Material : Width 12' Thickness 12" p►Ar-s Depth of Footing, below grade: 4'-o" 1-I.11K . Size of Posts or Studs: 41- x ►z__ x Long - Pie"e" c;:lcsoc,--NE° Size of Floor Joists: 2 x /P x ce-S'' Span 14."m • C.' (� B ` 91 Decking or Flooring Material : •y4 y(. p-r. �A� r :'°' How will Porch or Deck be fastened to building? 0,4 IT' olah i.t /OWN g ,, i Q► a-- S.yaPPonT - 1JA1i-Eo -Ye �b+F&A1MiIly4 'ntj A77'% s 1): ro s If Roof Will Be Installed, Answer Following Questions: Size of Posts or Studs: G. x 1a x C -2 ' Long Roof Rafters: 2- x Spacing I .'' Span ' S" e/ .4-e- sr- -- 1 'M `ef P 9y' � fU' taut,_ Roof Trusses (pre-engineered spacing) : Span - Type of Roof: Sloped Flat had Other (Circle one) Material of Roof: F..iiih=Gf_ivsr+ Is tiw.,4„, ZONING INFORMATION: TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED, drawn reasonably to scale and attached hereto, showing clearly and distinctly all buildings, whether existing or proposed and indicate all set back dimensions from property lines. Show location of water supply and location and configuration of septic disposal area. Size of Property: Q ft. x ISM _ ft_ Existing building(s): Size ft. x ft. Size ft. x ft. Use of Existing building(s) : Proposed str Lure, distance from property line: Front yard O ft. Rgj yard Go ft. Side yards c,cj ft. and 'O ft. If on corner, setback from side street: ft. DECLARATION To the best of my knowledge and belief the statements contained in this application, :ogether with the plans and specifications submitted, are a true and complete statement If all proposed work to be done on the described premises and that all provisions of the Wilding Code, the Zoning Ordinance, and all other laws pertaining to the proposed work .hall be complied with, whether specified or not, and that uch work is authorized by the Iwner. c ATE: ciS. 10t SIGNATURE2 caner, Owner s gency, Architect, Contractor EVIEWED BY CODE ENFORCEMENT OFFICER, DATE SIGNATURE 17W 174/Z17111 t77:17.J 1ttJtil7il7 LtlaML Y 11ML i'( rKfiMtS r-r-wIt U.I. i ,c)(( w _t � . ENERGY CODE COMPLIANCE APPLICATTA»2 TOWN OF QUEENSBURY, WARREN COUNTY i` 3` 9000 HEATING DEGREE DAYS l0'` Comsaliance Methods: PART 5 - Acceptable Practice Method - - 1&2 Family Dwellings (only) PART 6' - Thermal ReLiug - Compoacnt Trade Offs 1G2 Frimily 1D.l-111u.v i Mulci-Family DwC1l.1.0 ys (3 stories or iesm) PART 4* -. Design by Component Performance Commercial Buildings-Ri Rise Residential "'Rcauil:e b uLauiz► icna or worksheets ALIPLIC. 1T'E NA {E; PROPERTY LOCATION: -DAAt.t 'AN-err _. 4 Q AiN GQ_II- k'AL ' * liETHOD OF COMPLIANCE BT ACCEPTABLE PRACTICE: tot T 114C.L. 41-12A4KATIL.-mg 4. . G=oee Flooi Aica - a 4-4. l Haua rot rPPr �Q 2 - Type o� Heat - Electric Oil ✓ Gas Other 3 . Is building mechenidally cooled? Yes 7 No . 4 _ -oFt--rPi,1- + of area of viadour and. door c Over ]7S (/cndai 17t .5 _ P- V:;_f__LI.:cs k'ov. 1NSWATSUN GIVEN BLOW 217.-TS ' COn EEFONn TO R-VAI.A.MS A5 S=OreLN ON PLANS SUBMITTED: a . Roof R 33�•so• R-Z F. b . Exterior wells R t3 cuu, fl z'a,-.F: c - Glazed areas R A.►en.101,1 Lou.)-ez c . r.xterior doors R e . Floors over unheated spaces R 33 - . Edge of slz., on Grace (heat-.Rd hi 1 e i ng) R I► r_ Baseraent/cellar walls (above grade) R 11 h . IRA AP,rnent/cedar walls (below grade) a ✓ik i - F?aaltiars/cooling-ducta-piping 5.rt unheated aFleee R o . s e=1r=ce (dQiues L_c) hot water heatinc device / c:u__—u K ill_ r-e) m hum ezriciency per code ,/ . Yes No TEMPERATURE CONTROL MAXIMUM SETTING 1400 - WILL NOT BE EXCEEDED 2k^op 1 c clz--A.-- a qgnat• .T. 1,..) ,4 . -00 INSPECTC ' S REMAR(S. NN TOWN OF QUEENSBU IZI _ 2,C.0 ' 531 Bay Rd., Queensbury, NY 12804 RESIDENTIAL SOLID FUEL BURNING APPLIANCE CERTIFICATE OF CO IANCE In conformity with the New York State Uniform Fire Prevention and Building Code Note - Appliances and factory-built chimneys must be listed by nationally-recognized testing agency. Only one appliance permitted per flue. NAME Q I . ADDRESS NCI..:nM 0 PPHONE APPLIANCE: MANUFACTURER _Il i_�ter MODEL (circle) STOVE FURNACE IREPLAC teoo.' oal Pellet FIREPLACE INSERT WALL PROTECTION 0 Existing ❑ Clearances per listing P r„ El2...Masonry wall only OlY 5 pi9Ce o Clearances reduced by properly spaced-out material (Describe) FLOOR PROTECTION ❑ Existing El Masonry floor }i,av t1 will ter 2.0 4 1 a ❑ Per listing (Describe) 1 CHIMNEY CONNECTOR ■1 Existing ❑ Proper blued or black steel s 4v.pipe, min. 24 ga. ❑ Listed factory-built chimney material ❑ Minimum interior length 10 max. two elbows /or engineered system ❑ Crimped ends of pipe point t•, and appliance /min. 3 sheet metal screws per joint and at appliance ❑ Clearance min. 18 inches , p,r listing ❑ Clearance reduced by properly spaced-out material (Describe) WALL PENETRATION /THI BLE 0 Existing II El Tile /masonry thimble per rec._!nized standard ❑ Factory-built thimble per listing it l ,j�/1 MASONRY CHIMNEY ■ "Existing Y�,GAt'1/ QN 5l ' fief Footing inspected igo Height 2 ft. above ridge or 3 . through roof; 2 ft. above any part of roof within 10 ft. All Air space between clay tile a d inner wall of masonry enclosure, refractory cemented joints XfClearance to combustibles 1" exterior, 2" interior) tjt,t�}0 FACTORYc'tif� (,,1n� ��, I��i BUILT CHIMNEY 0 Existing A/, 0 Clearance to combustibles per listing ] tn Own fl€% El Firestops installed (if required) �., / 0 Storm collar at roof ❑ Height 2 ft. above ridge or 3 ft. through roof; 2 ft. above any part of roof within 10 ft. 10 FIREPLACE INSERT A ❑ Installed per listing /directly connected into flue ❑ Flue gases prevented from mixing with room air FACTORY-BUILT FIREPLACE /0 A 0 Appliance clearances, floor protection, hearth per listing 0 Combustion air provided, Dampers for combustion air and flue operating iN)r.___. 1‘ , -:4 2t 5;‘) DATE OF ISSUANCE I 401 u �� +.�r C. . I 4 MARSHAL SOLFPERM-11/93 Fire Marshal's Office ; .,. ]'own of Quecnsburv, 742 Bay Road,Queensburv, NY (518) 761-8205 Application for Fuel Burning Appliances & Chimne * — 1 S1, applicable to solid fuel & vented gas appliances iF '� Date , 70 0 I Permit � ,.,,$ ---, f —d 4` pp tci ion is hereby made to the Building cf.: Coderflice for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Dflilink Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. a '` >.Apphcant Information Fuel Burning Appliance Information � (circle appropriate words) Name: t,{` `-1 "" 'P,rc' Stove: wood coal pellet gas Fireplace insert Address: -' f r !tl‘t li C'..1A,• Fireplace, factory-built: ti .�• gas � � t t— r4 , I i ( Fireplace, masonry: ,. gas Furnace: wood gas oil ,� Phone: cZS 3 --.000.1 .1 I non-masonary applicance, ple p ide Owner: 6-Nt&.- Manufacturer Name: Address: Model Number: Chimney Information Phone: 2.. (cirelc,.a}proQriate words) :Masonry -..:,... ;,-/ brick stone Flue tt' steel size: inches Exact Address: l Afd .cC444 -` i - of construction or installation Factory-> stilt f Manufacturer name: . .IP .Vote. Model Number: " Listed By: Number: Construction IInstallation'must conform to NYS Fire Prevention &Building Indicate (circle) chimney material: Code. Consult available,Toavn of Queensbury Handoutsfp in 'regtnred inspections. Double wall .t Triple wall / Insulated / Direct renting \ Chimney Liner CEt hler'05 Departmexatt— 2 ezolit-4. c .f Quie.e21.0367LZIty3r, New York I I Fire;tlarshnl Code# S Collected S Re/iended Received.li o,n lretiutded to): / i ., ";'`� 4 173 3389 (190) Public Safety -_ -- A 233 2655 (230)Minor Sales W5)-7--,,„" ti - i„<„,,,,, O "..c wto — lOwati 6624 O¢ De.p. .1J. >. White(Applicant) Green(Fire Marshal) ' Yellow(Bldg. Dept.) Pink&Goldenrod(Cashier's Dept.) Agri TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY ROAD QUEENSBURY NY 12804 (518)745-4447 ARRIVE: DEPART: INSP: FINAL INSPECTION REPORT - RESIDENTIAL DATE INSPECTION REQUEST - RECEIVED: NAME PR c T-1 LOCATION 14q•�t•Vt=F RC Re\ F1D DATE ` z(p.'3 C._- PERMIT # ZSZC: -.LZIE C- TYPE OF STRUCTURE ;�c1J \)I 2, cci ft FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUMBING _ SEPTIC _ INSULATION FINAL ELECTRICAL WOODSTOVE OR FIREPLACE N/A YES NO CHIMNEY HEIGHT/B VENT/HEIGHT PLUMBING VENT ROOFING EXTERIOR FINISH DECK/PORCH/STEPS/RAILINGS RELIEF VALVES FURNACE/HOT WATER OPERATING INTERIOR TRIM/PRIVACY DOORS I, FINISH FLOORS: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED \\\\ STAIR CLEARANCE/RAILINGS SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES FOUNDATION INSULATION GARAGE FIRE PROOFING r r DOOR CLOSERS FINAL ELECTRICAL SITE PLAN/VARIANCE REO. *FINAL SURVEY PLOT PLAN OK TO ISSUE C/O OR C/C COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 , MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL:1-‘ Permit No. Cert. NE 79109 Cut-in Card No. Owner 27- Pee'Prt' Location 6D X4Witie.rV2-1) iM, 421,6-V Installation Consisting of 0-.b1.419-6- 7- --5 / ..rAicigccizet,t1 , ,,i(dig-L- Installed By A-Alt S re) d 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 making insA0 ons at any time, and if its rules are violated,the Company shall have the right to re 'o his c: i Date.. 6-Z-S---4 1' INSPECTOR e Member N.F.P.A.,I.A.E.I. s 1 lh, 2_, ‘ o c RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive a )np)epa 4A � ' �.giif� Town of Queensbury Inspector's Ini. : aj 742 Bay Road Queensbury,New York 12804 NAME PR RTC" PERMIT# ZL CA—Z.to , LOCATION -5-Z- Vk R n.OVEL \4D 1-Z D DATE 6 —2...i5-C Z1 TYPE OF STRUCTURE N/A YES//// NO COMMENTS Chimney Height!B"Vent/Direct Vent Location J ' — J P 5T�t R5 t PI t_.�.,_ b k-!� . Fresh Air Intake 0 \ F C'�L P-.._ 6• UTI— la_`O C_V.!t3( Plumb Vent through roof � n�� Roof Complete 1, g©f--_=--n o Exterior Finish Complete Interior/Exterior Railings 30"to 36" --- �}��j UT__ HLLfj "I"Exterior Handrails,balconies,landing 18 in.or more / -C)►. �a .�"E-D __�_o �J M Interior Handrails stairs both sides 3 or more risers f Grade 2%away from foundation J/ D' 11-'ELTcCR3 . R 6 , 8"clearance to sill plate - V/ Gas Valve shut-off exposed/re ator 18 hove grade ,// FRO ,6I-}(,o ) a j C°- Gas Furnace shut-off within 30 feet or withi ine of site J a _ Oil Furnace shut-off at entranc to furnace ar t1�k�E `' Ii� ` k"E -- rl"� Furnace/Hot Water Heater opera'ng I.; B` T(°V Relief Valve(s)installed V/ _ Headroom,6 ft.6 in.on stairs / ✓ N \�J \ ._ � �_ Basement stairs,6 ft.4 in. �// Handrail exterior stairs both sides m than 3 rises ,.J / `7 Interior privacy/trim/doors/main entrap 36" J, 1 1-- ►LN.KYI 4 : (� \E C c- Bathroom/Kitchen r Finishj V/ �r I),o �E watertight t// Interior Handrails Balconies/Landing 18 in.or ore I J J Railing across window in stairwells If Smoke Detectors: / �/ every level ,/ every bedroom outside every bedroom i// inter connected �/j Bathroom fans +l/ Plumbing fixtures \ /J Foundation insulation \ ,/ 3/4 hour fire door/door closer \ f Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) / Light ventilation per room /� Safety glazing 18"or less from floor y Final Electrical / Site Plan/Variance required ,/ Final Survey Plot Plan / R/ ' As Built Septic System layout required �i" Okay to issue C/C(Certif.of Compliance) Okay to issue Vtemp.C/O(Certif.of Occupancy)_ Okay to issue permanent C/O(Certif.of Occupancy) JF R P LPIC,F___ D V-11 a 0 S89'07'44"E 1\C5 150.00' w U tr D N < f.1 to G9 LANDS N/F o TOMPKINS o p 720/86 c5 I4 . , ... Z AEA I 14 ...--0 ' 0 29,92; sq.ft. I 0.69' acresIfl - 0 -col o O , f 1 M N O CO CO IA i z SS' II e r rt 1 I I at tu `F iivs 5 1 150.00' , ���5 N89'07'44"W , . i I I t dl 1 1 LAik. OF f RUSSELL i 922/10 A o O „) W; z ��y OIPF w M„I,,SUMMap of a Survey made for MS IF"Pi A 111. / () / r) RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: '1 Building&Code Enforcement Dept.of Community Development Arrive ti to DepartA ` )J/f ' Town of Queensbury Inspector's Initi 742 Bay Road , 11 Queensb New York 12804li-, NAME PERMIT# 1 - ,-,L(0 LOCATION { d Ck,'\, a ^�(1 {) DATE (....2- J - 0)--, TYPE OF STRUCTURE N/A YES, t'l NO COMMENTSChimney Heightf"B"Vent/Direct Vent Location ✓ v t 1p, s poi,poi, �, x�\�S Fresh Air Intake �/ !� Plumb Vent through roof ✓ c- j y Roof Complete / Exterior Finish Compl:e` Interior/Exterior '." '..s 36"to 36" / / Exterior Handrails,bah. 'es,landing 18 in.or more ,/f ti � ��� �� 0 1 Interior Handrails stairs ..th sides 3 or more risers ,,,/// �Qit Iti l6 Grade 2%away from fo 'dation; clearance u sill expos- // n_ \,%% 6 Gas Valve shut-off expos•. re. .:ator 18"above grade F-=" -v EV cc,-.,,- 6 �...__... Gas Furnace shut-off within 30 f= tor within line of site 9__A V c v_. --,j--b E.�u Oil Furnace shut-off at en• :ace «furnace area / Furnace/Hot Water Heater o.- .i • ✓ Relief Valve(s)installed ji Headroom,6 fi.6 in.on , J Basement stairs,6 `. Handrail exterior stairs both si.es more than 3 risers Interior privacy/trim/doors/ma.. entrance 36" Floor Finish Bathroom/Kitchen watertight - !/ Interior Handrails Balconies/Lan 'I_ 18 in.or more Railing across window in stairw: s Smoke Detectors: i/ every level every bedroom outside every bedroom / inter connected /I; Bathroom fans �/ Plumbing fixtures / 0 1�E o. tsQ' tA.IO i \R :�,� Foundation insulation �/ tcEMC)4, C-c y 3 hour fire door/door closer �� � Garage fireproofing � � ��"' ��`���,�' � ''�� Garage penetrations sealed Ii �Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor Final Electrical �1 Site Plan/Variance required ' • c'>:Av 1�i;;(;A '2. 1J t t.L X h� 1,1b, It. oral Survey Plot Plan �/� s Built Septic System layout required (-- Okay to issue C/C(Certif.of Compliance) Y l t t:t)`\ L \Eq_ btu Okay to issue temp.C/O(Certif.of Occupancy)_ Okay to issue permanent C/O(Certif.of Occupancy) t �., ft43V \ . Act."t' Of ten noon; �h i —iciA /' RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: 4' Agi Building&Code Enforcement Dept.of Community Development Arrive ' e is Town of Queensbury r s Initi f��K 742 Bay Road Queensbury,New York 12804 NAME Pft ATI PE' t' # o?lsG!' a?66' LOCATION 5- NANN/JFO/J /E'c/ DATE 61.4 j7 TYPE OF STRUCTURE 5 f D N/A YES NO COMMENTS Chimney HeightP'B"Vent/Direct Vent Location r Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 1; m.or rore Interior Handrails stairs both sides 3 or is ore risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 1,:"above gra Gas Furnace shut-off within 30 feet or line of s e Oil Furnace shut-off at entrance to fuma i area Furnace/Hot Water Heater operating Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 ri N s Interior privacy/trim/doors/main entrance 36" Floor Finish Bathroom/Kitchen watertight ( Interior Handrails Balconies/Landing 18 in.or more 6 Railing across window in stairwells �{ � � Smoke Detectors: �( every level every bedroom J outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/a hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor V Final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif of Occupancy)_ Y Okay to issue permanent C/O(Certif.of Occupancy) 00 .6Zi,v_ C\cAP " GENERAL INSPECTION REPORT ,,,,,,,,,2,:z._ ( 518 ) 761-8256 /" Town of Queensbury / Dept.of Community Development Date inspection request received: Y ...,/ Building&Code Enforcement � / ' 742 Bay Road , / ,? <" ,: °` /)Z Queensbu ,NY 12804 , Arrive t t•` Depart ' �'' , ,C 6) /1 , ti nspector's Initia s :/� QQ lj ' AME: fL Peze- PERMIT# Q COLOCATION: 'a � .t<""r i DATE, : / ' i )— TYPE OF STRUCTURE: --r RECHECK N/A YES NO COMMENTS Footings/Piers ( ( I Monolithic Pour Form Reinforcement in Plac: The contractor is re l..nsibl- for providing protectio from ,.-zing for 48 hours followi g the • acement of the concrete. Materials for this pu ...- o site Foundation/Wallpour Reinforcement fri Place Foundation/Dam.•••: ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing HeatincRough-In TnsuTa 'on—) ‘117 oundation Walls Interior - Foundation Walls Exterior - Floors R- 1' • r 1✓ �A .Af C,e_.I i.t, :4 Walls R- -7-(v.2- V Ceiling R- �-(h, Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers 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 �/ 9'' 4/1'il GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road �r /VI , Queensbury,NY 12804 Arrive p �1�'�am/pm Depart ain,/ Inspector's Initial f. ' NAME: PERMIT# ow ill i 7-11, LOCATION: DATE : igalP,. TYPE OF STRUC : c� RECHECK N/A YES NO COMMENTS Footings/Piers_ I I I Monolithic Pour Form Reinforcement in Place The contractor is respon ible for providing protection fro freezin for 48 hours following th- .lacemenc of the concrete. Materials for this purpose on s to Foundation/Wallpour 'Reinforcement in Place \ Foundation/Dampproofing Backfill Approval '''e 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/Bridging Joist Hangers Jack Posts/Main Beam_ Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire W 2, 3,4 hour Fi opping 44-4-- .-2"' GENERAL INSPECTTONREPO T ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: di.) Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrived Depart Inspector's Initials ,-- (,2 - )6,,S7. ili NAME: `',-t (! ' �� PERMIT# LOCATIO`: -e,e DATE : / d h/ tov TYPE OF STRUCTURE: 441/4- 0(1/4/- -RECHECK y �eo J-2 Gc-r> 7(3,4 --)--r, N/A YES NO COMMENTS 6/ f0.2 4%/ Footings/Piers_ I T I Monolithic Pour Form 1 E PLeP6E- 3 Reinforcement in Place _ R �� E� VE The contractor/is responsible for DO �� �� providing protection from freezing ��51 ' Ott_ for 48 hours followingtheplacement OL 't7 1 - o of the concrete. Hf. FweP�VkT � ���� Materials for this,purpose on site c•�E-cR ��-� �i 0 i Foundation/Wallpour _ \--\ Tc1�� EuAci--_ ,\ Reinforcement in Place I Foundation/Dampproofing 1�C.\ Fes_ Bacldill Approval `' '3�iR- -E_ E EC.--\ue.- L Plumbing Under Slab +t PlumbingVentl~Vents.in,Place / � _ gh Plumbin ,r .— V WO k-k\ \ \1 a VG- V ki Z i� Hea ing ou -In Insulation 0k v M�lb6�' �c, }L Foundation Walls Interior R- i 6��� -\�A \tt -����� Foundation Walls Exterior R- -�-t �!j Floors R- �.T-�.� \` Walls ,R- J C`11v viC � Ceiling IZ- � � 'C-.;z� i� �cvL Duct work or piping in / `J' unheated spaces 12. k - \ vV-�-�?,��, Proper Vent, Attic Vent °T)Framing1� t�.�t�-E 7 T'!\f'1� �}1� (4��j Jack Studs/Headers , �� i N�t)�/, Bracing/Bridging L N1 p -�-�� Joist Hangers Z 1 Q_ C u Jack Posts/Main Beam _ � Lam. Air Infiltration Barrier TtJ V Rv* 0? i-Z1 3 Fire Separation 1,2, 3,hour V1 �'L.'`�? WED Penetration Sealed w Mj� BEH Fire Wall 2, 3,4 hour 0 Mo' )E- `''Sf EL ,SE(I �1 B 43E.Er3i Fib Firestopping k5�. ) -ALL ota.Eh Tt-l ` '� c T1E� EflLE Ft Q-All--V4 c42.- . 0 \' �.L 1 . 6?5-v---q \' ___.6 CLY___i LA‘f4c, \ , _.) v , C-al D - t,, l A._. NA _ 0n0 1 o 00 . ,01 `i�C3� 1 F PEC.�'55�1 (--------ci , /c.) 4 C,,,_., k.,.--:y-L___ -/- GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: /2/13 C' Building&Code Enforcement • , 742 Bay Road ;, Queensbury,NY 12804 Arrive am/pm Depart '#+ pm Inspector's Initials 1( (--' NAME: PEW IT# Of,--- 7 , ' LOCATION: —v DATE : 3® / TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I 1 Monolithic Pour Form Reinforcement in Place _ The contractor is responsibl r providing protection from ee 'ng for 48 hours following the place ent of the concrete. Materials for this purpose on s to Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P e 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 r` unheated spaces R- Pro r Vent,Attic Vent Framin if J k Studs/Headers ,/ cingnge ng oist Hangers rs Jack Posts/Main Beam - i' -'r N, Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping /0/t7y,.._e_ 4 f GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury " Dept.of Community Development Date inspection request received: / ld .. Building&Code Enforcement 742 Bay Road a n 7 Queensbury,NY 12804 Arrive am/pm Depart "� aml�m/ Inspector's Initials 'iPC./ a• C PERMIT# /" 02 CO7 NAME: ,`*/ r,-e.._ °„ i LOCATION: 5'.a.. .{- -- , gem.- DATE : TYPE OF STRUCTURE: SDI' RECHECK �' N/A YE NO COMMENTS E �� Moltedc ur Form Reinforcement in Place The contractor is responsible for providing protection from e :-zing for 48 hours following th, pla•-ment of the concrete. Materials for this purpose ,n site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin.. Backfill Approval Plumbing Under Slab "Plumbing Vent/Vents in ce / AfCfc (Z( Papt)i Heating Rough-In Insulation / Foundationr Walls Inte or R- . Foundation Walls Exte or R- Floors R- Walls R- Ceiling R- Duct work or piping in `� ��1 L U� dL�'� unheated spaces f r z/ L Pro•-r Vent,Attic Vent j V �t Jack Studs/Headers Bracing/Bridging V _/ Coy,Pa(GA )J2(t (Ai& 10 Pre-C.- 1 4)1.4`C Joist Hangers Jack Posts/Main Beam 11) 't Pl... I v `� fq-( Air Infiltration Barrier `.) Fire Separation 1,2,3,hour ��L-, 1, �D1!� 1'Lk i C` t"� Penetrate- Sealed / i,-t 4A)6 lei L- ,00/ 'G l Fir- Fall 2,3,4 hour /y s��¢-L�'_ 11111, Ia:c —17-120 TOWN OF QUEENSBURY BUILDING A CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name lipAi3 t O Pj ATTT Location % \ NA�9►�jgFocD RD Date tl--]-©1 Permit # Z -Z6?? SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-M,i-lute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Totil Lngth Length of each trenchl Depth of trenches Size of stone SEEPAGE PITS: Number,- Size - ft. x / ft. Stone size I I PIPING: ,/,/ Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to -Ftt(d/Pi't -Lpenings Sealed? s No Partial OCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorpt on feet Separation of Pits _ feet Conforms as per Plot lan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left S de -(Right ST(Te) Middle Front - Middle Rear COMMENTS: iti1'�EO f 6—(0 tL�T v' tF ibUt 003 13C b EVE c Ttct3 Tc) 03Ft_L FRot L_ fRC!-\ cob-i-t=) Ot1`Tb C1INFIL SYSTEM USE APPROVED- YES NO Arriv Depa ilding Inspe r ekal pity FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518)761-8205 Ak l 'SIRE MARSHAL INSPECTION REPORT REQUEST EIVED l 7 0/ PERMIT# 2.00t NAME '.� - AT �" ��' -r-r K�q,v�d LOCA d `� ' SCHEDULE INSPECTION ON / 7 d/ 4©=zh AM&ANYTIME ?(:<lr 14e- f APPROVED NIA YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION / INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINK :RS CLEARANCE TO HEATING NITS REQUIRED SIGNAGE CHIMNEY .Ti R6 WOOD STOVE ' O t NhAl6T1 FIREPLACE-MASONRY VIA r1 FIREPLACE-FACTORY BUILT REMARKS: 1,; •K TO THIS DATE INSPa IPPUB INSP T R illirk o -% /d1/1)1 TOIiAV OF QUEENSBURY BUILDING I CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name s::IT.%sy.;z: `Q_ __- ?)11),.... it- Location \\` n CerU i Date 1) ,- OblPermi t #17 l '01 SOIL TYPE Sand oam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length %t2. + Length of each trench LAP ,cvoirS of- Depth of trenches e irfAc R.RNO Size of stone % Fit..z-R Q6 SEEPAGE PITS: Number- Size - ft. x ft. Stone size PIPING: 'Size Type Bldg. to Tank __ ..-" AlabrAtIED Tank to Dist. Box " NC__ Dist. Box to Field/Pit y+' Openings Sealed? Yes fI '.rtia FACT; LOCATION/SEPARATIONS: Foundation to Tank jj feet Foundation to Absorption 2 c) feet Separation of Pits feet Conforms as per Plot ;Plan , Yes _.41 LOCATION OF SYSTEM 08 PROPERTY: (circle one) Front - Rear - Left tide tight Side) Middle Front - Middl Rear COMMENTS: — I Nwmti ._ PI i Kot-A 06E 75 1---A1311) . ,6E fiov►J n +�At_t_,� 'P� 130 -1 F� �°l 1 Fa EreYS SEA PRO • ,-YEs NO Arrived. _ . Depa ui ing nspe t r 42/0 2001 14:37 5185809480 CITY ENGINEER PAGE 01 i o1 2 MEMORANDUM TO: Dave Hatin,Building Inspector - Town of QueensburyPost-1r Fax Note 7671 Datecff 12/6/01 [pages 4. To pave F4cin From Pdu 1K-mull CaJDept Co- 3, ..,2nS4W`�r FROM: Paul K. Male, I'.E Phone# 7 - Et 2 S Phone# 583-8879 Fax# 745 - A437 Fax# 583_9 DATE: December 6, 2001 o R I cS I wA4,s rs44.°w I NI AAA,L. RE: Pratt Septic System - Revisions Hannaford Road On April 26, 2001, I submitted a septic system design for Dave Pratt for his lot on Hannaford Road. The design was based on existing soils and required 275 lineal feet of tile lines. Subsequent to that design, Mr. Pratt installed a significant amount of fine grained sand in the area of the tile field and let it sit for the last 5-6 months. On.November 12, 2001, a perc test was performed in the new fill and a stabilized percolation rate of 6 minutes 10 seconds was recorded, Based on the new percolation rate, the length of the required tile lines was reduced from 275 lineal feet to 165 feet for a three bedroom house. The revised system requires 4 lines at a minimum of 41.25 feet per each line. Due to the location of rock outcrops and other physical constraints,the location of the septic tank, distribution box and tile lines may need to be field adjusted. It is also my understanding that the Town of Queensbury will allow the placement of tile lines less than 20 feet from the new house, since the house is on a slab. The proposed location of the revised septic system is shown on the attached drawing. If you have any questions or require any additional information,please call me 583-8879 or page me at 342- 7819. cc: D. Pratt Q R 911 pE S? 0E14 4=2/0E12E1E11 14:37 5185809480 CITY ENGINEER PAGE 02 ry 0 PAUL K. MALE, P.E. & P.L.S. JOB eras S., 134-1 a Sy.s. t - 22..I'Fs4d 24 Bog Meadow Run SHEET N4.__,,.„ 2 OF 2 P.O. Box 26 P gm DATE ! / !/ + 1 SARATOGA SPRINGS, NEW YORK 12866 CALCULATED 6Y Phone (518) 583-8879 Fax (518) 583-9507 GHECkEOBY DATE " 30 .Cct SCALE �' �-" r , 11 sag 'E II 1 5U,0Q' ,I i '40 s i. Ting 3yS4+C.-► nie.y haw+! to 6.k I iLk Cl ctr, acljw$1cd cif hcGesscry I .11 eh 2. 14o p"r1-i o.. of +AA i.cptic f.7s4d.vt ICa" L"' r C1cc4 14,141.4A n 100 feltA } CPC- c..?, al4.1 .:52,.r 4- +�*C.14s- Q 1 1 C ° AREA u 29,929 sci.ft. 1 o O.6 0 scram 74 to g 1 ' IZi to 11w wo. 'as„r �4nk • 1 11 1 1. Z g J 41 1 �41►� 1 kill /I a 154.00' Q`r' i N89'47 W I PE 67r 4 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart C.` aml m Inspector's Initials NAME: ac'4/ PERMIT# 0 ' 'Zto8 LOCATION: 3-0 f/ V t,' ,, DATE : !'t Q TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I I I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from fr::r'ng for 48 hours following the . acem-nt of the concrete. Materials for this purpose on .ite Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Pl.• Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior Foundation Walls Exterior R Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- /KO-per Vent,Attic Vent K R Q(16-S Fra ng 33�� ack Studs/Headers /4 /(�, \i t� Bracing/Bridging Joist Hangers . . �,�.0� Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Aik° Y6-1 4;Si/f4.4(-41t Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 7 742 Bay Road47 Queensbury,NY 12804 Arrive am/pm Depart z mInspector's Initials NAME: RA PERMIT# C? '6 LOCATION: �1r-I=C( v?0- DATE: !O DI TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers , 77— Monolithic Pour Fo • Reinforcement in P.ce The contractor is espo•.'b1e for providing prote •n fro freezing for 48 hours folio *rig tie placement of the concrete. Materials for this . •.se .n site Foundation/Walipour Reinforcement in Pla►- F ndatio '►am.,• • g ackfill Approval 7 0 V TO 0�Plumbing Under Slabl1 ��cc�� Plumbing VentNents i Place Rough Plumbing Heating Rough-In Insulation Foundation Walls I : 'or R- Foundation Walls E 'or R- Floors R- Walls R- Ceiling R- Duct work or piping i unheated spaces ; R- Proper Vent,Attic Vent Framing Jack Studs/Headers 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 49 14 , :e..?? GENERAL INSPECTION REPORT A , ( 518 )761-8256 Town of Queensbury l /� Dept.of Community Development Date inspection request received: /6/,--/ i Building&Code Enforcement 742 Bay Road Zl Queensbury,NY 12804 Arrive am/pm Depart - Inspector's Initials 3 ceP NAME: , C.''C. ` T.4' ! J PERMIT# O(' 40 LOCATION: 1) � DATE : L TYPE OF STRUCTURE: RECHECK (-"' , N/A YES NO COMMENTS Footings/Piers °, I Monolithic Pour Form Reinforcement in Placd , The contractor is - •nsible far providing protection ►am freezing for 48 hours following the placement of the concrete. / Materials for this purposs on site Foundation/Wallpour Reinfo - I i ent in Place Foundatio ',1 pproo. B • - tP1* _ sn:.- SI.. ) $ I is bing Vent/Vents in 'lace 7 Fao ce / �6° 1�- Y pp L CC IA) Ace-- ;, �u_ -In , Insulation _ Foundation Walls Into or R- R,... 6, ~ Foundation Walls Exte or R- 4/161 ' C6C14 tit).9 C�kk Floors R- Walls R Ceiling ''- Duct work or piping in unheated spaces / pil c_ wt_.uS f Proper Vent,Attic Vent IGA� �v� �� Framing iS j2 - 4.() Jack Studs/Headers Bracing/Bridging Joist Hangers ' _ Jack Posts/Main Beam LPL C�- „1';f2 le6_C,M Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2.3,4 hour - Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road G) Queensbury,NY 12804 Arrive am/pm Departs - pm Inspector's Initials j,, NAME: t V PERMIT# ` 1512 LOCATIO : `to DATE :cj-at} TYPE OF STRU RECHECK N/A YES NO COMMENTS Footings/Piers I ! Monolithic Pour Form Reinforcement in Place The contractor is responsibl or providing protection from ng for 48 hours following the p ent of the concrete. Materials for this purpose on si Foundation/Wallpour Reinforcement in Place Fours o ampproofing 1' () l tm`ng Under P1 bing Vent/Vents in Place gh Plumbing _ f 1 K k i „..„ t Foundation Walls Interior R- j �' , 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/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation I,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping 000 P6r0 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive ' `. pm Dep Inspector's Initi NAME: 1 1 PERMIT# LOCATION: !4c100c� U DATE: q -B-01 TYPE OF STRUCTURE: f RECHECK N/A Yt NO COMMENTS Footings/Piers 1 Monolithic Pour Form Reinforcement in Place Z.-• ' j The contractor is responsibl or providing protection from ing for 48 hours following the la ent of the concrete. Materials for this purpose on ite Foundation/Wallpour �! Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P Rough Plumbing Heating Rough-In Insulation Foundatio s Interior R- Foundation Walls Exterio R- Floors Walls Ceiling Duct work or piping in unheated spaces Proper Vent,Attic Vent Framing Jack Studs/Headers 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 1 jOGENERAL INSPECTION REPORT 3 ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive). i(pm Depa 0= pm Inspector's i' :. _/ NAME: /`� • 1 PERMIT 1 0(0U LOCATION: DATE: jrAM, TYPE OF STRUCTURE: RECHECK /1 N/A YES NO/ COMMENTS • tmgs/Piers I VI Monolithic Pour Form / 130T F F_aRO 1 LL RE_ taEer Reinforcement in Place The contractor is responsible for , 0 4`'10 B Ro6 9 too Pat, providing protection from freezing for 48 hours following the placement of the concrete. 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'! 1■■■■w■a■■w ■■■ .■■■u■■■■■■■H ill1 k . , tt ! lo i . IiIL , ,_, 1 , Ill , , ; i , 1 1 1 l I I , . 1 !•-, .1 L __,.,-T„,,_ innn liii � , k f 1. 1 I. �,1 1u111 . In1�I _Jr Y•_ I•i i!I ll NI t .•' - I 1 / , I filigh, - , r,` 'rill' . I 1 , . . , 'I 6. I I I o ! ,] [ 6 OwIIV:%1 'I 1° " �. 111111 �� �' I-.,.,.� I ■ ww■w■ww■ ww■■■w i 1 iI innllnnunnll +-1,i ; ; /m _ . _ 1 I IInl Inns I I ( I 1 1 4 I 1 I I 1 C■ 1 1 ■■w ww■■■■ `1 11 - I % } 1 ■ ■■■■■ .11 14 1 /,, i , , { I I 11 I-I . �I 1 , t I 1 i 1 I 1 I - 1 r rs f1 , 1 , ; I 1 �'� 1 'q� 11 1 : ! � l 1 II � iI Ii 11 i 1 3 I ! I I II; j11 , urn 1 f '1 n ( 1 � I j Y -�- ■ 11 11 III f 1 l 1 I ��, kd r-i # ,r f I , 1 1 i . , 1 r 2 � I Ii ri — t -7 � t� ,i ,; •I� 1 , 11 • 1 I , 11 11 1 i , 1 I I 1 1 1 I� N _I_ I 1 ; ! 1 ( Q l I � �j) j ( • - 1 , ' 1_ i 10� ' 1 ( Y I ' I i b ; l 1 j 1 r i€' 'P I I �# e. � 1- —I_ r .r.! '+„ i 1 1 , l • l I x- ..� Y ti.,•Z `1 YFr l I 1 1 i ! 11 II I I �` I 1 J I I 1 �I5.,,-. q 1�� I ! C 11 ? I 1 1 - ' 1 T, I i I , ! i 1 I I aI6_a ir-xI .)lk! 1 I ' 1 1 i : I , 1 ! I I i 111 1 1 1 2 4 5 3 7 2 9 la 15 I 17 c")(I) C_. -I ' / /L1 DEED REFERENCE: DEBORAH S. PRATT I I TO DAVID E. PRATT I I DATED: NOVEMBER, 1988 BOOK 743 PAGE 60 II I J —•' S89'07'44"E 150.00' Z UI o ICJ I � I � m ICI J J - LANDS N F OF o TOMPKINS 94 J I $ 720/86 z OZ AREA J P 29,929 sq.ft. 3 j z 0.69 acres o I Q00 l N 0 r 45.3' dam' w � N N Z V— LEGEND: OIPF >= IRON PIPE FOUND I I n O CIRF - CAPPED IRON ROD FOUND a O IRS = IRON ROD SET/TO BE SET Ma - UTILITY POLE Aa � W f os 150.00' W E-" N89'07'44"WCTL w w o w ' O 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED I FROM AN ACTUAL FIELD SURVEY. THIS CER71FICA71ON SHALL RUN ONLY TO THE PERSONS [� FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR ' BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. LANDS N/F OF CIRF CERTIFICA71ONS ARE NOT TRANSFERABLE TO ADDITIONAL RUSSELL INST17UMONS OR SUBSEQUENT OWNERS. 922/10 CERTIFIED TO: DAVID E. PRA ' ' • A z CENTRAL KI, CANAJOHARIE. ITS 5UC *ASSIGNS O z FIRST'AM I DANCE ", COM�AN 'G , f�.. ' N CERTIFIED B . MATE",, NYS 50135 DATED: JUNE 6, 2001 17 OIPF D � �A•�� ae� 1 Z,,� ' OR+ TO A Scale 1'=30' s j-� NAP I9ANNO A UCDM LAW SATITI Ri Im 1s A Map of a Survey made far MCIAUM W SEMM Mg.aw-00=1 W ATE frr S mmlf Cw'WIN# M AE as WL aF AIR%"fm YARIRb WIN AN aaaiNAL CP AE LAID sAevgraas SEAL SWL K COMBO W K V"nag comes S 1 N AC `TMT DAVID E. PRATT AJ .L E yIINCY WO PRFAAII�N A AW WJ CE% AN: Land Surveyors , LLC . a�gM STAR AM LAM,PEon Aa�,�° w AIC MEM Wl.c ETAIg AssOCIATM711 a PR�1fE!/IOIIAL L&W WrtWCft WA C10flF1U"M•UU.RM alit TO AR PERSON Mart U40 AE%*WY R PWAY=NO 2 10-16-01 FOUNDATION LOCAT10N ,� /OF� '� aM Nq 9DW TO AE ARt COVANV,oo"SM p T/L L7�ii�1 1 1 169 Haviland Road Queensbury, New York 12801 mom NO lM O ws UND " "R " `°"'PM Town of Queensbury, Warren County, New York 1Y TOM TMg - 1 7-30-01 NAMES & PROPOSED HOUSE PRATT rl (518) 792-8474 New York lAc. No. 50135 ��� NO,I NNOWNIM DATE DESCRIPTION DWG. No. 01047 19-1-57.22 C-505 R TOP SM FOR SETTLING DITRIBUTION BOX DETAILS OUTLETS (r INTERNALS) PROPERTY UNE ' -- ----------------- - - a Lake George �• � �— -- -�-------- —..--r, � EARTHBACKFtII IT MIN. �_•�ee`••_•- MEAN HIGH WATER MARK— jp PERMEABLE GEOTEXTILE UNTREATED MARK— INLET ET INLET ! STREAM •`.`• BUMONG PAPER OR 4'HAYISTRAW 7 - _ WELL a 1•�._•� PCINI'3 I Assembly Point 100'MIN. R tS y l � � SITE O D O p 2'MIN. Q Q O O p � O p 00 0 D QO Q� QO p Q 0 WELL I g c O Q OD bo a a oa Av4 p 4 0I 3G a G 0 W_'_0d_ PIPE PERFORATION JOINT _`_ OUTLETS 100'MIN. t W MIIK ( $ O O p G C p d p O O !1 m ' c S O O d G n O 00 8'MIN. O O 0 0 d 0 a C p 0 00 0 0 a a Q 0 0 0 0 0 0 p a 0 o d SLOPE tH6•-I f PER FT. o PLAN VIEW i I a O O O O Q Q O p O O D o O Q p O C Q O O O O �a o° 24' I 10'MIN. 20'MIN. ! HOUSE I 'c �' ABSORPTION TRENCH 1 SPACING OF CRUSHED STONE 9l4'-1-112' 12'MAX. REMOVABLE COVER NOTES: f I ! GrcfiAW : <o z GRO"WATER,BEOROCK OR O C WASHED GRAVEL IMPERVIOUS LAYER 1.PIPE JOINTS TO BE SEALED WiTH ASPHALTIC i I ( Harris Bay o g BAFFLE` . MATERiALOR EOUNALENT. INLET INVERT 3 2'MIN, ELEVATION 2.INVERT ELEVATIONS OF ALL OUTLET PIPES MUS I ( f SEP11C TANK 7 CROSS SECTIONAL VIEW LONGITUDINAL VIEW • OUTLET BE EQUAL USE OF SPEED LEVELING0 I DISTRIBUTION DEVICES IS RECOMMENDED 3.THE SLOPE OF OUTLET PIPES BETWEEN THE 1 3 I DXXXXX x Dunhom's xx DISTRIBUTION BOX AND DISTRIBUTOR LATERA ! � WAY Bay PERMEABLE GEOTEXTILE UNTREATED f SHOULD BE AT LEAST U32'PER FOOT. i ' 50%EXPANSION I I 2'FAItJ - r MIN. ( I BUILDING PAPER OR 4'HAY/STRAW 12'MIN: "'' 4.BAFFLE REGUiRED FOR SIPHON OR AUTOMATIC 5ING : 10'MIN � ( ; n O O O p p p O p O I I ' QC o p '0 D o 0 OOGaa 4 pa an OR IF INLET PIPE SLOPE EXCEEDS 112'PER F SORPTION FIELD �— CLEAN SAN%PEA GRAVEL OR I I AGGREGATE(3(4-1-11Y) L---- --- --- --------- --•-- ----------------..--- - --- - ; ,0 0 0 p O op o 0 a O O p d 0 0 0 O o STREET 00 ° Ga 00 00 °0 p00 D00o ° a o4 OD 40 °Q a O D O n 00 v ao v Its 40 O 0o O a 00 00 OO '0 p a40 a DO O ad 13 O O D a O 40 0 0 0 O a 0 G0 000 ats OQ 10 O is d OD 00 Oo O p o 0 00 O a o LEVEL TRENCH BOTTOM ABSORPTION FIELD SEPARATION REQUIREMENTS SITE LOCATION MAP DISTRIBUTOR PIPE U16'-1ld2'PER FOOT TRENCH PROFILE a NOTE i O NOT INSTALL TRENCHES W WET SOIL. M IALL TRENCHES PARALLEL TO CONTOURS. MltilTAl_L TRENCWS AS SHALLIOMM AS POSSIBLE WHICH MEET AEKNE NOTED MINIMUM DEPTHS. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED ABSORPTION TRENCH DETAILS TYPICAL SEPTIC TANK SCHEDULE OF MATERIALS Test Pit Results-!O/9/oo A - 4' PVC Schedule 40 (Ys'/Ft.) 0-6' Topsoil 8 - 1000 Colton Septic Tank 6'-24' Yellow Sand with Sat LOCATION t3RCVND SURFACE P. STAKE C - 4' NDPE Pipe (Ys'/Ft.) LOCATION STAKE '. D - Distribution Box E - 4' Perforated Plastic Pipe O(e to &'/Ft.) MANHOLE COVER � 12•, �--- draulic Elevations HY Y Pere Test Results-ta,6R 2 REQUIRED SEPARTATION DISTANCES FROM WASTEWATER COMPONENTS v tf s ^. v �"v'• t. x F•f•F - f 00.0' 1' - 19 min. 10 sec. £ 1. Percolation - Inv- Out of.-Hr.use.T 95.0't 1' .. 1Q miri-�..vr.. Z- test performed on October 9, 2000 by Paul K. Male, P.E. To SUnam,lake a Inv. In tic Tank 97.8't 1' - 20 min. O sec Drainage A ASPN.AL71G SEAL V Q Inv. Out Septic Tank - 97.6't System Components Suction U e oraWetland a(b) Dwelling Line Property Oitch(bL(g) INVERT OF WLCT2'AOOVE a Inv. In Distribution Box - 97.5't [louse Sewer 25'if east iron 25' 3' 10' rrrvERTOFoun ET it Inv. Out Distribution Box 97.2't (watertight joints) or PVC with wring - 2 • Pere test done at 24 inch depth 0-6 inches of topsoil and 6-24 inches of yellow Q U000LEVEL OuiLET joints,50'otherwise _ _ _ _ _ sand with silt. Hole presoaked with 5 112 gallons of water. CAULK[D p[YT - tl t I , j _. — ___— �Q Septic tank 5W 50, 10' to' to, CAULKE0 JOINT SANITARYTEE — B 1.41 Effluent line to 1p distribution box 5W so, 10, 10• to, 3. Stabilized percolation rate was 20 minutes 00 seconds. Use a design rate of 21 - P Distribution box 100, 100, 20' 10, 20' g s INLET BAFFLE sANITAriYTEC x 30 minutes. Design for the proposed 3 bedroom house is 330 gallons per day. q 1 MAY ne USED 1l1STGA0 $ • OF INLET SANiTAnY TEE 4 C Q Absorption held 100'(a) 100' 20' 10' 20' I� P Ipage 01 150•(a) too, 20, 10• 20' Using an application rate of 0.60 gal/day/sf requires 275 lineal feet of absorption 4 D 30'titlN-sz;•MAX.tlAx. � Se* page(lQui DEPTH Q 8•utiED(14 Drywell(roof trench. Use 5 lines at 55 feet per line = 275 feet. o' 1 - WALLTHICKNESS FOn .e C o POUHEU IN?LACE ' CONCnET5. and footing) 50' 25' 20' 10. 10, d v•. �r•�,o i • A •e Q r, tr 4 v b v,P Raised or Mound System(c) /00'(a) 1tX1' 20' 10' 20' . • a Minimum septic tank size is 1000 gallons as manufactured b the Fort Miller SEE NOTE BELOW SECTION VIEW '�•• • .-'�- 200' Intermittent Sand 4 - Filter(c) 100'(a) 100' 20' 10' 20' p g y A:12'MIN.FOn LD<40'AI40 16'MIN..FOR LD 2 40• Evapotranspiration- CO. OC equal. fl=14'611.'J,FOR tO<40"AND 1Q'fdlF.FOR 10 2 40' q absorption system(c) 100'(a) 50' 20' 10, 20' LO=LIQUID DEPTH Icomposter so• so' 20• 10• w' S. - ;, sanitary Privy Pit 10o so 20' to 20' There is no public sewer or water available. Water will be provided by a drilled � I_ _ _ _ i•• o °'�• " `f "' •� {{ Privy.W Vault 50' S0' Aop}tAU,TI. ° a Watertight 20• to, 10• welt to be located a minimum of 100 feet from the new septic system or any — r 6 __ .°;, NOTES: existing septic systems on any adjacent lots. ` O -20 nrLv, r"• _ (a)When sewage treatment systems are located in coarse gravel or upgrade and in the outLET general path of drainage to a well,the closest part of the treatment system shall be at least 200 If.LET A. -='•- 'i;: ' ' RING ` feet away from the well. CY _ HGOT o a .� (b)Mean high water mark. 6 - Distribution box as manufactured by the Fort Miller Co. or equal. Use speed r— (c) For all systems involving the placement of fill material, separation distances are I> - measured from the toe of slope of the till, levelers to equalize the flow. r_ _ _ _ _ _ __:. �•` (d) Any water service line uncter pressure(i.e.. public water supply main, household 4 ° '° `'• n° a�,' 20' Min service line, well to household service line) located within ten feet of any absorption field, ' o o e� � � a. •o. _ P — o ` Lands Now or seepage pit or sanitary privy shalt be installed inside a larger diameter water main to protect 7 • All work must conform t0 the requirements Proposed 3 �' �+ Bedroom House formerly of the potable wafer supply. and specifications of the PUN VIEW FFF - 100.0' o' �t+n c a VpN ZANDT (e) Any water service tine under pressure(i.e.,public water supply main, household Adirondack Park Agency and the Town of Ue t (Assumed) an a service line, well to household service line)crossing a sewer shall be installed with one full g }� Q eriSbUry. NOTE B 1 —9 length of water main centered above the sewer so both water connecting joints are as far as A minYiw,a of$'of clean sand at pow gravel.or S'of washed apQregste 3!4'-1-t/Y 32'f A .0 possible from the sewer. Section 8.6 of the GLUMRB Recommended Standards for Water 10' Min. Works, shall be followed for separation of water mains, sanitary sewers and storm sewers. 8• The system cannot be backfilled until inspection and approval by the APA, Prop. Line (f) The minimum separation distance between a septic tank and a community type public to Tile Field water supply well should be 100 feet. Distribution boxes and absorption facilities(e.g., Queensbury Building Inspector and the Design Engineer. allNtMI1M SEPTIC TANK CAPACRIES - absorption trenchestbeds,seepage pits,raised systems, mound systems,etc.) should be hl�nine-in Tank - Mw.enuen tIQ.k' located at least 200 feet from communityt public water supply wells. ?+ams r.�R.:., o car:�nsLa .r :�,..-N• z t! distances. . PP Y Recommended separation dtstances- t. 9 . The system can be expanded to the southeast, t t+ 5 t,xrr +� Proposed Well NOM Tv li size re'.Tueeriw ds tar mora than sis be6rovns shs4 t,e c•+c+istM M—ftv V41k."wed se••n syvare roc,of w.f-ct ar.a for each♦.ldA.onal Dade _ A pMUapn lVJ 11 prtMw.A.11 Ine wu;de d♦�YtvaL•e.A m an add1fwnv be&—i 6. ese,•r QH 4 tan*size. A i ff hoi"Jo pa.!woad t,N c aklo,ed *A ateN to sn skAjonv t"l im n toe del+.-7ni.q,ate secs. 2OO' 5 I Han Road Ridge Road It (N. .S. Route 9L) F Septic Site Plan for David Pratt `t 1.L, ►� `Y, v�K. 1144 eP � F Town of Queensbury, Warren County, State of New York Paul K. Male °Fvs No. 5;og� ��' P .E . & P . L. S. crp a ��'*�' 24 Bog Meadow Run, Saratoga Springs, New York 12866 P.E. ,7,084 Scale: 1"= 30' — Date: February, 2001