Loading...
2001-476 TOWN OF QUEENSBURY Iwo 742 Bay Road,Q ueensb ,NY 12804-5902 518 urY )761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20010476 Date Issued: Wednesday, February 26, 2003 This is to certify that work requested to be done as shown by Permit Number P20010476 has been completed. Tax Map Number: 523400-252-000-0001-036-002-0000 Location: 275 LOCKHART MOUNTAIN Rd Owner: J. W. O'DEA Applicant: J. W. O'DEA This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage - 2 Cars Attached Single Family Dwelling Director of Building&Code Enforcement TOWN OF QUEENSBURY woo 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010476 Application Number: A20010476 Tax Map No: 523400-252-000-0001-036-002-0000 Permission is hereby granted to: J. W. ODEA For property located at: Lockhart 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: J. W. O'DEA Single Family Dwelling 250,000.00 18 NORTH Ct Garage-2 Cars Attached QUEENSBURY,NY 12804 Fireplace Total Value 250,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2001-476 2458 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AND 2-FIREPLACES AS PER PLOT PLAN SPECIFICATIONS $352.56 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday,July 18,2002 (If a longer period is required, an application for an extension must be made to the code Enforcement Officer Dated at the Town of Queensbury; Wednesday,July 18,2001 SIGNED BY / for the Town of Queensbury i Director o & de f r. � •�-nt II Building Application A lication 'i'own of Qucensbury—Dept of Community Development, 742 Bay Road, Queensbury,NY (518)761-8256 • A permit must be obtained before beginning construction. Permit File No. - </'7 , S2 " No inspection will be made until applicant has received a Fee Paid ($of I 40 valid building permit. All applicants' spaces on this Rec. Ice Paid -�® * F''' k F ck application must be completed and must appear on the Reviewed By: JUL application form. 0 2 �01 1�� NOF Applicant: j r (:C�, t'l !�E'� Owner: UI h/NG Ef�ls®U B UE Address: AND ��` Address: ' �ti���� _ err .CQ0E. I „4.17 Phone# (%-T7 ) , - -33 31( Phone## ( ) Property Location: Lot Number: . / House Number / Subdivision Name: 6-,-a,,tr,- vL ► ,LA.5;01 Tax Map Number: 3. /12( —37•� • New Building: estdc /commercial Estimated Market Value of Construction: ❑ Addition: c ence/ commercial If an Addition, what will use of new addition be'? ❑ Alteration: residence/ commercial - ❑ No change to exterior size: residence/com'l o Other work(describe• Check OccupaUCyillfortnation ii1 Floor 2ii1 Floor Other floor 'Total Below sq. 1'I. sq. ri. sq. fl. Square Feel • Single family dwelling /1/74/ 9 Lj 9 4c o Two family dwelling • ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office • o Mercantile ❑ Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage 2 car attached garage 5-7G 5 7td ' ❑ 3 car attached garage u Storage building- commercial - _❑ Storage building- ---_ — _---_-------- residential _ o Other Will any second-hand or ungraded lumber be used? If so, for what? Type of bleating System: electric/40/ gas/wood /forced hot air/ baseboard/other: Number of Fireplaces to be installed ,�-- Number of iVoodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name • Address Phone Number Builder Plumber Mason Electrician Declaration: please sign below oiler 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 (rue and complete statement of all proposed work to be(Iolle 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, whethe specific( )r noted,and that such work is authorized by the owner. Further, it is understood that I/we shall submit, prior (>a Certr 'ate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Adininislrato c r I)il.e of Building and Codes, an As Iluilt Survey by a licensed surveyor;drawn to scale,showing actual location of al r ct l, clion. Signature: t __ owner,owner's agent,architect,contractor Li,-7 R rE7Rf,„ , . _ r -10110.- ---=-,ch.. ENERGY CODE COMPLIANCE APPLICATION -e ' ''_I) TOWN: OF QUEENSBURY, WARREN COUNTYJut _ 9000 HEATING DEGREE DAYS �O�/ ®'� 2001 BV�Q N�iy SNSBUAl" Compliance Methods : PART 5 - Acceptable Practice Method - D CODE 1&2 Family Dwellings (only) ' PART 6* - Thermal Rating - Component Trade Offs 1&2 Family Dwellings; Multi-Family Dwellings (3 stories or less) PART 4* -• Design by Component Performance - Commercial Buildings-Hi Rise Residential • *Requires submission of worksheets APPLICANT' S //�N/A/ME : PROPERTY LOCATION: Z1-..‘;‘,7///714-.•-,42.---i* i ( ,..),--,-•;--ic-,4_,i PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: I . Gross Floor Area - r. + square feet • 2 . rfvoe of Heat - Electric -- - Oil Gas Other 3 . Is building mechanically cooled? X Yes No 4 . Percentage of area of windows and doors Over 17% / ' Under 17% 5 . R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS S H O N ON PLANS SUBMITTED: a . Roof R �• 7 b . Exterior walls . R ,e-; c . Glazed areas R d . Exterior doors R e . Floors over unheated spaces R .M Edge of slab on grade (heated building) R c. Basement/cellar walls (above grade) R h . Basement/cellar walls (below grade) R _ . Heating/cooling-ducts-piping in unheated space R O . 6 . Service (domestic) hot water heating device Conforms to minimum efficiency per code Yes No E iM ERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED Apo 1 i s Signature Date Phone Number �- ---- - 'd ci/c- ' Sly--7g? - .3 4-t INS?=C=CR' S REMARKS: . , . . . . , . , , • ' • . • - -Application 'for Permit—Septic Disposal System. '-ToiOn of-Queensbury 742 Bay Road Queensbury, IVY 12804-(518) 761-8256 • . . I. OWNER INFORMATION: . . , . ....., . . . . , . Location of installation:14,4,-/&171,7 44. 417,0,--est,-,,,,t, ' , . . °Illrije --- • . i . elt 4- ": .•-- , - •Tax Map No / t / 3 _. File Permit No,G 241_____"- . /: • . ", „ .,a3 , .: . 7,„?.... : .111_ . • — . ,_ , , ,,, • foe,Paid 0 2 . . . • Owner's Name: - - J CY...) " CJ.' 1-1 -aLL._. • rOpi'lliop.: 2001 . —. . -• Address IY 4.0,-),-,-(4 e7; ,.),-,....,75,4 _ A_)y- ,..)_76?.. -. • 81-#1.0iiv,QUE-fv,. • tf'7/ . . 2. ..INSTALLER'S NAME : c-zi,-, Mr,--1 - . . PHONE NO. c .6-7-,_...?523. . . ' ' 3. RESIDENCE-INFORMATION:. (circle year of dwelling, indicate it be droom(s) and multiply II of • - -- bedrooms with applicable gallons per bedroom to equal total daily flow) • . . . , . . . . . . , Year of•Hotpc No. of Bedrooms x Computation =. Total Daily Flow . . . . . . .1980 or older • . - • x 150 gal/bdnii .=. . • . . 1980 71991 . . . x 130 gal/bdriii '.= 1991 —present - ...3 ' . ' x 110 gal/bdrm = . ' .. . . • . . ....-...•. -. . .. . . Garbage Grinder Installed yes X " / no '..:- . -. . . -. • . • • .' Spa or Whirlpool Installed .yes 7 / no ' •. . . 4, PARCEL INFORMATION:, (circle applicable information 8C-indicate measurements) • . . . . . ToP9ztatth.v......LS_oil_hlititt9.___ .gitoittd_Watcr_.. _.1190.1.0.ck..o.Limucivi_cAts_Makria I_ _130.c.moslic Wafer.SM)Ply a! 711 depth , . at w2tt depth . , mutuelpol . - ,Rollin ) ._, own- - '..A .jeer • A/A.-feet • well - ,. •- . ' . ep slope ay . . -if well; water supply. , • -—%.slope other . . . - from any septic-system depth:- . , . . absorption is itia ft. 1 .• . . . 1 • - . •• . ,: - other , .• ., .. ; .. . .., Percolation Test, - (To be completed by licensed professional engineer or architect). Rate: . . 'minute per inch , . . . . , . . . . . 5, _ PROPOSED SYSTEM'. For fieWconstructien:. All individual sewage disposal systems must be designed by a licensed • professional engineer or architect (unless installed in a Planning Board.approved sulxlivision), Add 250 gallons to the size • of the septic lank and leach field for each Garbage Grinder, Spa or WhhIpool Tub. . " - Septic Tank:, /Oa) gallon (flan. size 1,000 gal) . ' •. • ..- Tile Field: each trench' .S 'ft. ' • Total System Length: 3 °c) fl. .. , . Seepage Pit(s): number of - • -- - size-of each: ft. by ft. : . • ---. • . . - - • Size of'Stone to be used : II .. :7—.. .....,__ /, depth or thickness.,__L___filet . - . • - Bed System Size: . • . , • . . . . • 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 eloCtrical 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 Quoonsbury, any permit or approval granted which is based upon or is granted in ' ,_ ,- - • ,-. - • - reliance upon any material misrepresentation'or,failure to make;I:material fact or circomstbn . known by or on behalf of an applicant; shall bo void, • . ' . I have rend-the . ..:t I i ions with tomcat to this application and ngrOo to abide by:these and all . , I) • • - requirements o. i 1! .wn of Queensbury Sanitary Sewage Disposal OrdinInce. i '• , • . . ...% . . .'? •' ' . i i _ , . . • .)-- b \ - •-•i - . . - - . .. , .8'..' ! ure of responsible person . ' .Dat . .. . . Fire Marshal's Office Town of Queensbur\•. 742 Bay Road,Qud (5181 7(• >1-8205 ® ��1 Application for Fuel Burning Appliances & Chimneys: JUL [01 applicable to solid fuel & vented gas appliances ©�N 2 20 e(11C OFQ(lE0 Date \/r,7c, 9 20o / Ns� Permit• No ND CO���° Application is hereby made to the Building& Codes Office n-the issuance ofa Building and Use Permit pursuant to the Neit' York State Fire Prevention and Building 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 pecfornr required inspections. NOTE to applicant: Rough-in and Final Inspections are required. . q Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: �%, 0 6 Q r�c. • Stove: wood coal pellet gas Fireplace insert Address: /p e/>o,-f e j Fireplace, factory-built: ood gas 4rirlsi S A.-y/ �7 j�-,'m`/ Fireplace, masonry: woo ' gas Furnace: wood gas oil Phone: 7y0,- 07,3q • • If non-masonary applicance, please provide . Owner: Manufacturer Name: Address: _ Model Number: Chimney Information Phone: (circle a _ . riate words) Masonry oc.- brick stone �C.J ( t r+ 4 Rd), n r Flute feel size: ''�(�itrclres Exact Address: (.�(1 ` GC h of con traction or installation Factory-Built Manufacturer name:ilkok7 , Model Number: Note: -5,/4� .Z of . Listed By: Number: CotrstruMon /Installation must conform to NYS Fire Prevention &Building Indicate (circle) chimney material: Code:Consult available Town of Oueensbtn-_t> • Handouts regarding required inspections. Double wall Triple wall / Insulated / Direct venting Chimney Liner i j CEI J2{e -',g Depaz merest—7`cxxasrzz of Qzzeerzirbuz., New York ' i i Fire Marshal Code# S Collected S Refunded rceired fr a (rcfirrded tn).� 13 � e ____. address: A 173 3389 (190) Public Safety • .4 233 2655 (230)•Alinor Sales . 7 I 4 C°I . 47,'''''' . • di�s... — T.. 66.4.4.o'L vGuavT.}! . White(Applicant) ; Green(Fire Marshal) i . Yellow(Bide. Dept.) Fink&Goldenrod(Cashier's Dept.) . 06 i 47(00. Fire Marshal's Office "Town of Queensburv. 7-12 Bay Roa , uceusbury NY (518)761-8205 Q Application for Fuel Burning Appliances & Chimne s: applicable to solid fuel & vented gas appliances Pry�, • Date liee- .", 2O0 / Permit No. ✓ 0 2 o 2 0101 Application is hereby made to the Building& Codes Of/ice.for the issuance Lai r ifs Permit pursuant to the New York State Fire Prevention and Building Code. 77te applicant of Al®Co �Lit agrees to comply with all applicable laws, ordinances-, regulations, and all conditions that are part o �e 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. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: \,/ , (,�), 0 �&el__ Stove: wood coal pellet gas Fireplace insert • Address: /j:' ,,,...() r e7--- Fireplace, factory-built: - wood gas Lrc.��r�5/ �y7 -41' ' z Fireplace, masonry: ��gas Furnace: wood gas oil . Phone: -79a - ?-3 4/ • • If non-masonary applicarce, please provide • Owner: Q ,,--, e Manufacturer Name: Address: Model Number: • Chimney Information Phone: (circle a ro riate words) Masonry rick stone hi �� r Flue �/l�/�� � feel size: �� i�inches Exact Address: e, of con traction or installation Factory-Built J1 , - , ~- �---- Manufacturer name: Model Number: Note: • 'r o iee-e a r - Listed By:�j' ee -- Number: Constr t ioiY/Installation Must conform to N Fire Prevention &Building Indicate (circle) chimney material: Code:Consult available Town of Queensbury • Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct renting • Chimney Liner Caiscilier'iat 17epartme-rit—ToyavY2 of I Queexuabrsar-y, N'ew Yox 1 It) 1 t Fire Marshal Code 4 S Collected S Refunded tcc is c d%roar (r"Under!toJ�/ ' ItJ f be,a___ CV51) - arhhcss: A 173`3359 (190) Public Safety • .4 233 2655 (230 Minor Sales • W) • • ? d a-61)/ • 6 41,ruca-wt.e.— 7citv ta. 01€4.4 0.t. Devs41-7. . \\'hi e(A plicant) ; Green(Fire Marshal) / . Yellow(Bldg. Dept.) i Rink&Goldenrod(Cashier's Dept.) ire MarshaPs Office rh. , . Town of Queensbury,742 Bay Road,Queensbury,NY -tx -. :,� - (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances �. P' r^ Permit No. ��/' T 1 7(p Date >°_ 20 .r_ , ti\, Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant td'the New York State Fire Prevention and Building 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. • • Applicant Information • Fuel Burning Appliance Information (circle appropriate words) Name: j CO ' :":),,, . Stove: wood) coal pellet gas • k'ir lacee insert. Address: ,,'tO / fi: cuff- Fireplace, factory-built: wood gas A 57, ,/_ A) Fireplace, masonry: wood gas • Furnace: wood gas oil Phone: `4 ' ('(.;t '_ c'.i t^F If non-masonary applicance, please provide / Owner: •M ,,,-. - 7 Manufacturer Name: ,+�.t r' . Model Number: ;e'er -, r- Address: ram'<tr���� -f�� ��'. Chimney Information Phone: • (circle appropriate words) • Masonry ''b ock, brick stone i I i Flue the /���steel size: , inches Exact Address: . Z =` ,Th} -:itj of construction or installation Factory-Built • • Manufacturer name: Model Number: Note: Listed By: Number: - Construction/Installation must • conform to NYS Fire Prevention.&Building Indicate (circle) chimney'material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall I Insulated / Direct venting Chimney Liner ICaimlxterWN.Dpsartmextt—To xz of Qzzeera,erbury-, New York: l Fire Marshal Code# $Collected $Refunded Received from (refunded to): t, l.__-r .,J --�__,,,:'.._ .+) . address: — A 173 3389 (190) Public Safety , ,,_ _ A 233 2655 (230)Minor Sales .-, V DA'TG 1 a i j ior.s , . cley ,..,„' yipruatwtr.— Twa,. 64t/o 02 De7.2e .-., , • White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dept.) .ii i :,--,:, • '.., • . ..- ; LOPI . ........._,.....__ ..,,„. .. , ..., , ,... . . , .., ' .. ' ..Z.„.„....1:.,;i7, '.:-, ..V!!,1'•;*-- . ..-=‘,-----..•Nr41 CI,- WOOD i •1 ...,-,--,,,,,,iii „, ., frw-Ilt, . . , ,,..., ,ay;4-,,,q,......,r, . . '.:',.-. l,,,,..,P,,Xi',7._'V • . \, ,[ . , • . - r 3 , [ISIT6, . tif,ll ' '.I'OVIttri''' • t ''tig-'1,14t ii ,': ..,___ .,...........___ INSERTS .1 .---- --F,, lt, ANSWER REVERE 1 ,F7.141141ETDOAVO--: L_. FREEDOM BAY , • ..- Specifications Width -.-,--23—...5-.-.,/-.-8"- 249..:. 4" l5,i.,.„7a;..'.,,•,;.„.7,,.„k,,:.,,„,.„.7_,,,,,;_.,..,n..,..;,,-y.;--,,.§,,i>7--.,,.,..r7,..-,77..-,,.,,M.;,,,-:,,_3,1A;4,-,-91,.i.4..i•r 11/ ,02P-.J,..1•1-.K..4„_,zg..„4,1,i:q se.-d,..-i'y•r-1Aia,.7-:',."?:-;ii.1 4i._.,3ff 39..../--V4" W , A /4l Depth(Overall) 161/2" . 231/8" , ;20V/2' ,-- , 201 n„ n14 M rnigiia4AYEWeithitoriiplace 131/5 13178; 4113 (Et)L 44187/8"(F1;1) M,,,-,:,.7.,_.-9...•A:.43,,.,,_....!g.,,Ar.,,7.,.4..,.,7,,y,;...g.c.-,_-__-:---:f_,1;-,K.„,,-7A,v,.0...,-,.F,:mz,c761,h3.44" .-„,„„--ifu,...c.fig, -...,„--7e,t,,„=,?7,7_14-....T.,p,t,F,..7,, ,,,,E:„.„17,,,?,74,,,,W,,,,,,,,.,i,..4,::,,,,?-4,,,.,c,,41-10.,:li,1_17,,,,..,,,a.,,,,i,,,,,,,_„--„,,,,t,1,11„.c,•?i,',Z;,:,h"-S.61',.,,,;•4,,f-:-.,4,„„,:.,,,,, ,,-„,iy,,,IQ,1,,,.-tv:.,,___L,',.,;.,,14,,, ,_,.441,26....,_:-.,._,t4±,,,-.-'I'FV-..t,,,'Tt_:_„i,.?;•,';,:7.o.t4-:../*.L,,,!', : Eo;;rr:ctic;i 5/16"to3/16"Plate Steel 5/16"to 3/16"Plate Steel -54.14t2)01Piifillite Steel 5./1 .",..t,2.,,3/1 "?,. .F8tel,,,,..,,...„.,,,,, -".. tr72:failV313110 .'N'77!;:''' ''''''C'' '4-2 .3.°671.81;;111..643:7: :-'1".,';'6'`i54'g'.''-a<3.8,,Q 4 b'dB°f.15(.14: .':,..-.7--2,-'..s.+.--V.,t'a...L."-4-.,,,,I_... .,Y.,S.:,, ,L;,,':.'',*,• ,A".. - --. !. : IMMIIITIMII _'4747GY:aliTare7;''7'rr:77'':':i7:ATA;--'''71T.GTam'''I's/rtqr";:77,s,?5W-'k'•,':,5:;':-,I55:T'g37;2,k770;ram'zW'fi. :-'4-Cr -;;:.'73::':1:75.7T;;E7...,.-?::*1411-ifii:..1/1-F.,, .:-...,11,_,,',1„,...•,A,..1.,.- ,.,„,..,,.;,,, ,- -- -.- -..-_,.....-_,.!,.....,,,..,';K:,d4.x.,..,..::.P.e.....,,,..,..;..a.,, ,,.. Max.Heating Capacity 750 to 1,200 Sq.Ft. 1,250 to 2,000 Sq.Ft. , 1112P0 lb 2,250 Sq.4QE35t.ended) 1,200 to 2,250 Sq.Ft. '-=.--1-!200 to'1,0150-Sq:JC;.(Fliii-h) 75,3(x)B.,1, ,, .,.4.--;..4 .. i--i-Aqi,i',",,i•y '...,i r._.,. : ;,.,,,.-Heat,Oulpitt.., -or_•.„„,o.„_,„.„,,a:, ..,,,,,-.I.4,-;..i-_,..-,2_-.--...--, :• ,,,L.,...,......,TY: ':.::.** 70.f.777-.:47::.39-1/5.7R1Tfilafi*2-.1'a(M( 4 ' -,:::.----, ! : EfficiencY(DE® 70% 72,;14. 71:1% 70% if Filr'77figil'TiarinTF517A ----;-'7 :fgirO71eS44:5'e :,-44J:::.?2,iW.i,''f&S:°:'g_'O:ilir.tl.:e;3i.; :dd,i.,LZY- i4t: :• 'ik:tiiitt$1..YS! ,.,. .g-i?i-it.k1r2,t- fr,i.i„,-.,..,. 1 6 Cubic Ft. 2 2 Cubic Ft. r 19ACubigft: , 3.1 Cubic Ft.,Firebox Size ..-----,,, :--,-.,-..-7..74.7.70,-. ., -,...5.3.: V..7-'7:41.410„Itt)1k,„4";:,.:•.`F;Mg,,,W7gUi-.7.17,q.,„..gtiwk..,-,Aii,- ;.-;--yiTig:it.,;-Via 1341ffin''IfilitOfSliE.VV.i.7)7g-Ttff.8-74-:P.R---252-1S- f-'''',d-!.4.8.1t.R-•&.',..iVZ:i1S'-.. .:3.1:-,-2, ,W=:1•;,,,._...., V.v- 1,:lAt.:,2;.cz,,,,,,,,,,-2,-,1.,-- - ,..z.-.- .-_-- •--.---->-- :,_,--2--- —— . .v. Extended Flush Masonry ClearanCeS. 1': Masonry FrpllfeC) Masonry ie IF:etatpl2)e Fireplace r—T--Fiielilate- - Fireplace A=Firebox Top to Mantle 15 1/2" 24" 30 1/2" . 24" .--32 .----:- 20 ..., . . . .,:..: , 32" With Mantle Sheild WA WA 22 1/2" N/21 .....,_;::' • '-'7•-ifilt-fili'613611-Thifar-T6FgagUT.-.i.„t„.i-i,.;--,4,-,-„,„,.1.„-,.,--;•,c4,,,,,-;..:...,.;,!::-T,••.*..:,1_-.-._5,,1,;,,-.;.-.,....7.,.;:-,7....,7,.,,±-.?.7:-7--1,:_.,,,,7:,,,2,.,.•,,:-,,,r,,i--y._g,7-, t9,4,,. ,..,„. ...i .N/A..:- 11 197f12 4 'L v ; 30wr,,,,7,,a.,,, ,.,_-,,,, ,•:,1:„7,-,F.,-';..,;-,,,-,-1z*';:,7,..,-:;glr: , .:,, ,, ,-;A-0 ri):'-y.'w'ik'im'",,,;''''i-13-'c'-ird''sri'':''''''' ''.';'''''''''-`7'N/':i'"::'': "--4--'-'*V-;-.: ;7:--4'5qk':';',TS,:i/2"- Z ,:sr/A3t,ii.,-.', . .'4:.Mit17.",-1-1,r''.:,-,-,7;• 37:1',;''.f'::-I'isfi, l,k;',,-,;,--g,..2:;i,,,,,,x-x-,-,',-.4;si4 ,; .,..,...4...„...,.z.,,‘..,,., 1-31/2" 6=Firebox Side to Side Facing 9 1/2" 12" .. 13" 12" __13 1/24 „ .!';',......:1•3„,.,4q -.T.-_,,,,-,-,,,,..--,-7 ,4„---c....:-.,.7.F'2,-;.,--:,-;.:zz:-1 `"",'-"-"3:7.',17'."-'TIrr''''''''';-:7- 7--.7.,77-:'i‘f5',7-:7.-1,t•'7`:: •iNor:.--V,!.4:;-•-,-,;•.....-2-:,:',-.4...:-g,g-A'::--i,-.A.,.5 ..;.:,.1;..',-;0,..-:..3,,tor.&?,..=:::,;... ..,zii,-„,4,,f.w,1:i 1 'rlTTFlRb7.Q7':xIt.qe'WrrClli'''''.'7T;T.Y;:j7''7'';7'f:37:;'CfO7 :7''7;':1-47;';:AE5:;'-615'Ij':'''' '-' 3(M-"'--'-'..;;';,Z,'-‘'...'',- '.„- -A!,1. -.,,-;,--,1,',,kg.,-- -,:,°.1.••-i%.• .,,-.-:kii-,-Ir,.....-z.-,.:,,..z;,..:4-_,T,,_,..-.,:ki.,..:1,..,.:, -,_,,x,-:„, • • . . . Metal(ZC) Masonry Metal(ZC) Extended Plush Masonry Fireplate StZing Masonry Ir Fireplace ireplace Fireplace Fireplace _ Masonry Fireplace Masonryinreplace Masonry Fireplace 130//2" -- 18 7/8k- 15 3/4" E=Minimum Depth 13 1/ ", -- 0.1/27_.--.---,---g--.11K0.--:11T :;415x,.-1-17,-,*--ow.ft4V.PTW.,i.‘12.-'371: '"ii.',"':;MI'.:3..MY,f.,ZU,;!.-.IZ;:,f,0;..P '1.7•:_:.7'7:T:3:7'1W-. 5f_:,ita,tri,..,Ye•4tg:,..$Sfirgeg2r'$i'-57-§i-T:;.f;tti.'1:k2'kk/k*5qt 4g;ia!:6',. -Wgq:414g-M29114 •kGt'at' .29,441.zZgosi.,th, ...ilik,.,-.,4,-. .,,,,i ..z(i';'- ' ' 'tun Back maul ---—25 5/8" 25 5/8" 21 5/8" _ _235/8"_ 2j..g4---:.:.,,,.„ 4/#: .._,. ,z?y1:„.„,,,,,,,,,,,,,,,y,,,,,,,,,,,,,,,,,,,,,,,,,,3„.?„,,,,,:,3 374x ,:zn'Vi-f7:03.;3;7''Vf:;3-1V:V44)40/P;,7gig'itevii3"..i4- ' -430.VE;zi'odat',314115..!&T!,---- 2.,m4,,-1.-:,.:-.. Eli..1; ''''-illt2.5-&;.,:•:,.i.-,..;.t..q:,-i•,,.,.., .- - ..;...,„,J:.....-..,r.,-,.:,, ,,,v...,.,,,..i.v,,,,. --- . Sizes Panel , : Rectangular Panels listed. Ask Your Dealer For Sizing On Arched Panels- . ,7c8;"g 38 2g,,-8,,, /4"-,H,c x47,07,--1/."-8"W7.,.,34,1",L H..,x4--,01,-,-/2.ir"W 2..9, 1/2.-:.". I1L.1%..x 45,;..3 R'.m.W.-. 221(2 . -;,•y:11,....L,..4.t..53...-w/.i.8.-i".j.m;W00524924Iigly2:1j• 1YRKA931§ m ;;;1/yry,49o/g 12x12 N/A 313/4"Hx481/2"W 331/2"Hx533/8FV 1/2 ;i ;533 41x:..;, • Clearances to Sizing Your Fireplace Your Fireplace Unprotected Combustibles Use this illustration in conjunction E. with the information under the , Use this illustration in conjunction --...... Depth "Fireplace Sizing"heading above. „,,..,....,, . F. with the information under the p •„,,,,„".. ..„„,„,, Front Width "Clearances"heading above. :, ,..-..,: ienrA' ..`,7,14,,, ,,,,,:,__-.B . .., ,.:_.,,,i...4 Please use the provided chart on ,x:..,-, 0 .;.5-,,,,v,,,:,_:.§.g.;.,;,..:-,:-., . .,, 11 ....___ _. .... .., , ,....---- .. ,.. ...., at fireplacehs se isrti gyhot udt to in imeanrsici determiningod nosw.down This your o tuhre .. .dr 7.1-0 „ All fireplaces must have a minimum .,.. .,. ..,11., . <oft.D - ,,,. of 16"of noncombustible hearth in A, .i. ......,, '' - • imila) N ' :-'--ti'-11) .—.- - Back Width willright Front of the LOPI insert and 8"to LOPI insert for your fireplace. the sides. Height COMMONWEALTH ELECTRICAL INSPECTION SERVI10E,INC: Main Office 176 Doe Run Road-Manheim,PA 17545 vrfio ) MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 9?/Permit No. Cert. N 7 9 4 7 9 Cut-in Card No. Owner • 0 /Da aLocation 2-• cl-4124 44 77-1, /24 Installation Consisting of /I 511//7?4-7 9f/-2-eZ-e16' 9 q 1.4 ra-s ) Val 12-14-v6a- DAY0-74.2., Wticn"e Po-el rA-4147, 9nt iad eWel :.-ap eXiiza-b; I Cl- .tre , " I Installed By.. - Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued 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 spections at any time, and if it: rules are violated,the Company shall have the right to yvt)ke th'.1Wficate. Date /S-17--ef k---/ INSPECTOR °LI, ' Mamba..MVP A !AFT • �+� q Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: .�o e, Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE :017 a m• PA = m Notes: (518) 761-8256 Inspector's Initia, NAME: G L (-1-� PERMIT#� LOCATION: L.00 14AkF1rc-- \T �) INSPECT ON(date): —13--07 • TYPE OF STRUCTURE: 6 PD RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundati o n/D amppro offing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In • Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers • Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: I Z' 2/ 0 2-- Building&Code Enforcement \ Dept.of Community Development Arrive .cafi, Depa Alt)a • Town of Queensbury spector's Inid 742 Bay Road Queensbury,New York'12804 ` NAME (31 P ' 1 4 I ✓- 1 7 /rev) LOCATION 2 7 c L 6 C.f4.b.9A �-I-. DATE f�� ` f77 _ 1'P `'' l TYPE OF STRUCTURE N/A YES NO COMMENTS Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers �� , Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace 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 risers Interior privacy/trim/doors/main entrance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 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 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). Okay to issue permanent C/O(Certif.of Occupancy) , f _,. i w,.. ..... Town of Queensbury L Fire Marshal's Office f/F7 . • 742 Bay Roadri\,A i-- -- Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 1 Fire Marshal's Inspection Report Request I'' SCHEDULE Received; Permit# 01- ii V�I INSPECTION ON; 10 G"2 U-7-j- Name: Pi I U' ULIX it � 0 AM M ANYTIME Location: LOc-6A,V N 1'r' I"' TA. . , APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL I I ,�©o�' 1 V.17 - BATTERY L _ EMERGENCY LIGHTING / kl FIRE EXTINGUISHERS 'WAN D L 1' A3U, - eD,AD i.f� i FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM 11 (NCI ►\ "la 0 \ HOOD INSTALLATION INTERIOR FINISHES STORAGE i .6 4 L;x-''.V�' c[STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE Td.{co i l*. /FEMERGENCY PLAN MAXIMUM OCCUPANCY SIGNCHIMNEY H MASONRY ROUGH IN —" I 6� K--' QQ( PI bo 07 FINAL _ //,, n�l'S tz��1.) , .b- ' CHIMNEY (� >I /� C FACTORY BUILT ROUGH IN FINAL L '— 1- /).1W1 4 e740-4/011 WOOD . STOVE ROUGH IN , FINAL i� VENTED GAS Re. N1 vr,11,, t 1 ( A3,Fg l ,-0A APPLIANCE ROUGH IN • ^ _ FINAL e�P G • MASONRY ROUGH IN /rlv. OK THIS DATE OK FOR CO N OT OK FINAL C FIREPLACE WZ � u` FACTORY BUILT ROUGH IN INSPECTS 11Y FINAL COM DE VIC HRISJ/W ORD/LETTERS2001/FIRE MARS HALI NS PEC TIONRE PORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY TOWN OF QUEENSBURY . BUILDING b._CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name 13 I Ll__- c F �1k Location Lo -\f T I'--Ri RD Date 6)—j7 pZ Permit # 7 j1--L- f(Q SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Length of each trench Depth of trenches„ Size of stone SEEPAGE PITS: Nu• ber Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/Pi Openings Sealed? Ye No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption feet Separation of Pits _ feet Conforms as per Plot Plan (( es) No LOCATION OF SYSTEM ON PROP,RT1� (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: SYSTEM USE APPROVED: (:!ES ) NO Arri , lr •d: Agg De. :rted i I/AJV At Building In: , :ctor Office Use GENERAL INSPECTION REPORT Inspector: Ready at time: r/ Town of Queensbury e��l Dept. of Community Development Request received: 7 Meet Building& Code Enforcement / At time: 742 Bay Road !� Queensbury, NY 12804 ARRIVE am/pm: DEPART am/pm ates: ( (518) 761-8256 Inspector's Initials (/ NAME: PERMIT# LOCATION: t INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES N031 OMMENTS • Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for • providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforceinentin Place Foundatio n/D ampp ro ofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heatin Rough-In_ Insul�ati® ' CCg i Foun is ation 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 enetration Sealed Fire Wall 2,3,4 hour • Fiestopping=T. L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use —\�-\_GENERAL INSPECTION Inspector: Ready attune: �c� Town of Queensbury M Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART(( am/pm Notes (518) 761-8256 Inspector's Initials �(2� NAME: �� PERMIT# �— L/7C LOCATION: INSPECT ON(date`) (.j - 0 TYPE OF STRUCTURE: � RECHECK N/A YES NO COMMENTS • Footings/Piers Monolithic Pour Form_ Reinforcement in Plac, The contractor is responsible r providing protection from free ing for 48 hours followir. the plac ment of the concrete. Materials for this purposs on site • Foundation/Wallpour i _Reinforcement in Place Foundation/Dampproofing / Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rou Plumbing ` \ H ting Rough-In � " 1 elation r �° 1 //, mt lol L ��q'C H, P/�CPC �dl�(�C l'� 1 Foun ation Walls Interior R- \ Foundation Walls Exterior R- \ Cc/L I( , COT'L L . € /JA-'‘-' i)„•4 Floors R- Walls R- Ceiling R / Cal Duct work or piping in C�L —� yr �C G(f� ' unheated spaces R- Proper Vent,Attic Vent j Framing • Jack Studs/Headers Bracing/Bridging Joist Hangers / Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour TP netration Sealed ire Wall 2,3,4 hour t eestopping J L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc , --(0.OO/-17/7A. . 3(0,a. • 2ovl-L(77) a9.oO-/' TOWN F QUEENSBURY BUILDING_ & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804(518) 761-8256 / 4 cf 01-'3 SEPTIC DISPOSAL SYSTEM INSPECTIO 7:2/z / 5�is�z Name 6 i l/ 0/ . Locati o ��J o -z 4 f ili`f Rd Date Permit ,(26i--tO" SOIL TYPE: Sand-Loam-Clay- Results. of Percolation Test- (if applicable, 'ate-Minute/Inch TYPE OF SYSTEM a ABSORPTION FIE►D: Total Length L Length of each ire. ch •. 3 '�g ' Depth of trenchs - - % T s . Size of stone p�T ti , `D ELsTEi SEEPAGE PITS: NT'ber- 6Alt0 Size - . f. x ft. Stone size PIPING: Size Type. Bldg. to Tank °' )46 Tank to Dist. Box 14 -1 Lip Dist. Box to Fi el •/Pit H' iPuL_ Tb FA-�aEK). Openings Sealed? Yes No :Partial LOCATION/SEPAR.ATIO S: Foundation to Tank 1.401 feet • Foundation to Absor ti on . gyp-" feet Separation of Pits feet Conforms as per Plot Plan Ye . LOCATION OF SYSTEM ON PROPERTY: (circle one) . . k-Dc\.._\_ \\6.--E- M Fro - - Left Side - Right SideF�. \ iddl e Front -_Middle Rear CO , . • ':-.-- 7) • b-Zia \ � `� \\ .D,-- SYSTEM.USE APPROVED: ' YE NO Arrive. ' = c7 Depar - .1t- , AdeiliA . .4, - mio :ui 'ding Iec•f TOWN OF QUEENSBURY . BUILDING_ &_CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name (Th' ' :A Location 7 7 3 L P 7 VTi Ej Date C15,-77,-c7 Permit # 7__ v-1--(7(v SOIL TYPE: 'and-Loam-Clay- Results of P:rcolat'on Test- (if applicabl.-) Rat -Minute/Inch TYPE OF SYSTE. ABSORPTION FIEtD: T tal Length . Length of each tre/ch Depth of trench s/1 Size of stone SEEPAGE P .:VN mber- Size - f t. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box • Dist. Box to Field Pit • Openings Sealed? Yes No Partial LOCATION/SEPARATII : Foundation to Tank feet ' Foundation to Absorption feet Separation of Pits feet Conforms as per Plot P1 an Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: A AN-y) ?A c--\--u-__ kr--\--PLI4 SYSTEM USE APPROVED: YES NO Arrive.• 0 - -C*)U Dep. . ed: Aro lding I sp• i 'r. FIRE MARSHAL /, , TOWN OF QUEENSBURY ` j QUEENSBURY, NY 12804 '(518) 761-8205 FIRE MARSHAL INSP CTION REPORT REQUEST RECEIVED I7 Di-PERMIT# is700 q( NAME �� DP,CL LOCATION LoXIuc Mt/J SCHEDULE INSPECTION ON 5170 - 02- V A &LNYTIME APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LI- • FIRE EXTINGUI HERS FIRE ALARM SY•TEM FIRE SPRINKLER YSTEM FIRE SUPPRESSIO SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SP'INK ERS CLEARANCE TO HEA N UNITS REQUIRED SIGNAGE CHIMNEY x WOOD STOVE FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT REMARKS: OK TO THIS DATE I✓C r t V Qp A ;1 1.10/d10( M65011 dlitW4e7, 1-07 CW,/,(0,146- OKt or iM tegdz 5-0 ; o-C fp Oki;viney .P,ry 01 INSPSUP.PUB l INSPECTO Office Use GENERAL INSPECTION REPORT Inspector: Ready at time: Town of Queensbury Dept. of Community Development Request received: Meet: ) j � Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART? �am/pm Notes. (518) 761-8256 Inspector's Initials NAME: 1 Ch- • PERMIT#(/ 7 LOCATION: (-6 cl<K/{-12i- rD INSPECT ON(date): 2__ TYPE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS • Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site • Foundation/Wallpour Reinforcement in Place /AIOAIL— Ls& ��¢IQ . (2-42-'—f--qe) FoundationlD ampproofng_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing ` 1-6 g\< < AJc t''\' ' ,� ' golrgh-In Irsulation- '��' Foundation Walls Interior R- , Foundation Walls Exterior R- / Floors R- Walls `� R- Ceiling R- Duct work or piping in unheated spaces R- op r Vent,Attic Vent Ft-arrttn all'iack Studs/Headers �/ 5 Bracing/Bridging 7�si•�� 5k4c(A)& G 1��`n'� Joist Hangers Jack Posts/Main Beam • Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed • F' eWa 2,3,4h ur C1414,164'1restop,i ps_ iv r& E C(�J�-- —0k L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc • Office Use GENERAL INSPECTION REPORT Inspector: Igo./ Ready at time: — Town of Queensbury Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road , l trzizs" Queensbury, NY 12804 ARRIVE am/pn : DEPART ° am/pm Notes: (518) 761-8256 Inspector's Initials • NAME: j L PERMIT# I` 7 LOCATION: ` INSPECT ON(date): TYPE OF STRUCTURE: 5 f—)20n.7T 62c4\ RECHECK N/A YE/0 COMMENTS • F� i gs/Piers 'Monolithic Pour Form Reinforcement in Place---Z.,_ The contractor is responsibl providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/D ampproo fmg Backfill Approval Plumbing Under Slab • Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier • Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name 064- Locati on /. 67 ' or, A, Date ra—Permi t # 0 1 —1170 SOIL TYPE: Sa d-L.am-Clay- Results of Per olaion Test- (if applicable) Rae-Minute/Inch TYPE OF SYSTEM., ; ABSORPTION FIELD: /Total Length Length of each drench Depth of trenche Size of stone SEEPAGE PITS: ''Nu'ber- Size - ft. x ft. Stone size .� PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption _ feet . . Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: Cir/t./F//2/tt (7 KO , No tlec Coo 4/ 619 SYSTEM USE APPROVED: YES NO Arrived: ,7 Departed: Am Building Inspector Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: l Q_ Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road s(b, Queensbury, NY 12804 ARRIVE am/pm: DEPAR7�' am/pm Notes: (518) 761-8256 Inspector's Initials � VV. NAME: 0kV1:51 l� PERMIT# l ` C)1/ LOCATION: �� INSPECT ON(date):'1-) TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS • Footings/Piers Monolithic Pour Form Reinforcement in P ac- The contractor is espon 'Me for providing protecti to from eezing for 48 hours folio :ng the p :cement of the concrete. Materials for this purpo•• on site • Foundation/Wallpour Reinforcement in Place /71 Founda ' n/Dampproofing B ill Approval Plumbing Under Slab Plumbing Vent/Vents in.Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging. Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour _ Penetration Sealed Fire Wall 2,3,4 hour _ Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc ... TOWN OF QUEENSBURY Ill BUILDING & CODE ENFORCEMENT ?' 742 BAY ROAD s< y' QUEENSBURY NY 12804 '}< '.01 ' (518) 761-8256 ARRIVE: DEPART: INSP: fh__— FI CO CIAL MULTIPLE DWELLING (hotel, motel, apt. complex) DATE INSPECTION REQUEST REjEIVED: NAME 1� I� $ !01 al r � LOCATION ��( L f,c-O - /J I//L7` / ) DATE _ `� PERM H I L 7( . TYPE OF STRUCTURE FOOTINGS BACKFILL FRAMING PLUMBING_ INSULATION — N/A YES NO CHIMNEY/"B" VENT/HEIGHT PLUMBING VENT/FIXTURES ROOFING EXTERIOR FINISH HEATING/HOT WATER RELIEF VALVES I FLOORS FOUNDATION INSULATION INTERIOR STAIRS/RAILINGS STOCKROOM ENCLOSURE FIRE/DEMISE WALLS PENETRATION FIRE DAMPERS CEILING FIRE STOPPING FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAILS PLATFORM/ELEVATOR HANDICAPPED ACCESS • HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL SITE AN/VARIANCE REQ. INAL SURVEY PLOT PLAN, IF REQ c OK TO ISSUE C/O OR C/C — S i-a Q__t., RESIDENTIAL FINAL INSPECTION REPORT - Date inspection request received: (-MIte,tec( Office No.(518)761-8256 p q ✓ Building&Code Enforcement '2_. d j Dept.of Community Development Arrive am/pm Depart ar p'm Town of Queensbury Inspector's Initials < v 742 Bay Road Queensbury,New �York 12804 NAME ,}* PERMIT# 0 Li 7 p LOCATION ll 59y2, _ Gf\C) -m�r� I, ADATE TYPE OF STRU URE N/A YES NO COMMENTS Chimney Heightl"B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 feet or within line of site Oil F ace shut-off at entrance to furnace area f F ce/Hot Water Heat atin� f elief Valve(s)installed,') 1' i i'. (-)A.)IT- �/ Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers . Interior privacy/trim/doors/main entrance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connectedS6‹.,::.-- PgeLU I b J /P Bathroom fans Plumbing fixtures Foundation insulation 3/4 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 Final Electrical Site PlanNariance required - / Final Survey Plot Plan '4L !1 5 v RQ(/G-y As Built Septic System layout required _is.) Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif.of Occupancy) Y (1 Okay to issue permanent C/O(Certif.of Occupancy) 1 ')__ „ RESIDENTIAL FINAL INSPECTION REPORT .. 3 Office No.(518)761-8256 Date inspection request received: U Building&Code Enforcement Dept.of Community Development Arrive am/pm Depart am/ m Town of Queensbury Inspector's Initi sJ�L- 742 Bay Road Queensbury,New York 12804 0 NAME Oe 1 Yrt \ PERMIT#je 0( L 47 LOCATION .22? cS l--cy..*:_r v,,, v n t{k 5 K,C{ DATE -3. --/01 (),3 TYPE OF STRUCTURE ��S N/A YES NO COMMENTS Chimney HeightP'B"Vent/Direct Vent Location ' 7 Fresh Air Intake (>/ Plumb Vent through roofRoof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation �� 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area / / Furnace/Hot Water Heater operating i/ Relief Valve(s)installed / ✓ /,/ i%-LG— D ePa C''/ Headroom,6 ft.6 in.on stairs t// j- — - Basement stairs,6 ft.4 in. ✓/ ( `'�'L 04�51' Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" V./ Floor Finish Bathroom/Kitchen watertight 1</I Interior Handrails Balconies/Landing 18 in.or more / Railing across window in stairwells Smoke Detectors: every level / every bedroom ! ,/ outside every bedroom ✓� inter connected Bathroom fans Plumbing fixtures �/ Foundation insulation �/ 3/4 hour fire door/door closer ✓ Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) j Light ventilation per m Safety glazing 18"or ess q� oor // Final Electrical I b 11 U �C� 1/ / Sitel ariance r unr / ,/G _ 1 ����✓ Final Survey Plot Plan rrr/// �✓ j ) �J� �� (, il As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) ` Okay to issue temp.C/O(Certif.of Occupancy)__ V/ Okay to issue permanent C/O(Certif.of Occupancy) j 7 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury GL.r ( . Dept.of Community Development Date inspection request received: J Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive!. 35 m De art ►. piri_41. or's Initi NAME: PERMIT# l47 LOCATION: 'rJ� ? �; L ,z DATE :_ TYPE OF STRUCT y J RECHECK 15 E/< N/A YES NO COMMENTS Footings/Piers I-7 I Monolithic Pour Form Reinforcement in Place The contracto s responsible for providing pr ection from freezing for 48 hours ollowing the placement of the concret . Materials for thiqurpose;on site // Foundation/Wallpour 6'4t L ) r}S [t ✓ Reinforcement in Place ; Foundation/Dampproifig Backfill Approval \ Plumbing Under Slab i`1 Plumbing Vent/Vents in lace Rough PIumbing Heating Rough-In Insulation Foundation Walls Interio - Foundation Walls Exterior - 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 Wall 2,3,4 hour • Firestopping Nit„ , c;RNGENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road I Zi Queensbury,NY 12804 Arrive am/pm Depart ' ' m/p m Inspector's Initials NAME: CD (� PERMIT# ����..''�.►�F 4 7 LOCATION:_,D1, d�C,\11A-1-' woks DATE : ,\ �D_=02 Q(� SQ TYPE OF STRUCTURE: C RECHECK N/A YES NO COMMENTS Foot' gs/Piers I nolithic Pour Form ��vc, einforcement in Plac -Qtx,", The contractor is re n 'ble for providing protectio from eezing for 48 hours followi g the lacement ofe concrete. M td erials for this purpose on s to —/ \r oundation/Wallpour I (� , V Reinforcement in Place) VG r 1 L/}n% ✓" Foundation/Dampproofl ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents i lace Rough Plumbing Heating Rough-In Insulation Foundation Walls In erior R- Foundation Walls E erior R- Floors R- Walls R- Ceiling R- Duct work or pipin in unheated spaces R- Proper Vent,Attic Ve Framing Jack Studs/Header 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 dipp GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: U /.5 9 I Building& Code Enforcement 742 Bay Road ' Queensbury,NY 12804 Arrive am/pm Depart - I a pm / Inspector's Initials NAME: k3;' 1( (� eC- PERMIT# A56 / 7 LOCATION: ,22 '_ 2 ---D"ATE : TYPE OF STRUCTURE: RECHECK N/A YES O COMMENTS Footin Monolithic Pour Form Reinforcement in Place The contractor is respo ib or providing protection fr m freez' g for 48 hours following the place lent of the concrete. Materials for this purpos on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin _ Backfill Approval Plumbing Under Slab Plumbing Ven •n P ace Rough Plumbing Heating Rough-In Insulation Foundation Walls Interi r R- Foundation Walls Exte or R- Floors R- Walls R- Ceiling R- Duct work or piping i unheated spaces R- Proper Vent, Attic V t Framing Jack Studs/He ders 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 GENERAL INSPECTION REPORT 3 91 ( 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 " pm Inspector's Initial < NAME: r) f�n(} n l PERMIT# LOCATION: J�r,�{�C I )(> 1 -NO DATE : 1 TYPE OF STRUCTURE: X) RECHECK N/A YES NO COMMENTS Footings/Piers �— I Monolithic Pour Form Reinforcement in Place The contractor is responsib e for providing protection from eezing for 48 hours following the slacement of the concrete. Materials for this purpose i n •ite Foundation/Wallpour Reinforcement in Place f// Fou tion/Dampproofing l ckfill Approval " 3 Plumbing Under SI.. Plumbing Vent/Vents in Pla 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 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 1(14?) GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road •i% 4-5-3 Queensbury,NY 12804 Arrive am/pm Depart I1 ' `` aam! m/ Inspector's Initials U 4z"� NAME: 0 Dom/ PERMIT# 659/--Z l LOCATION: LnegidA k' , DATE : f 1 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers —I�— I al Monolithic Pour on' Reinforcement in lace The contractor i re nsible for providing protec 'on fr m freezing for 48 hours folio 'ng brie placement of the concrete. Materials for this pu se n site 0 oundation/Wallpou 1 /k)0i 2,,etio Reinforcement in Plak Foundation/Damppr ' ng Backfill Approv Plumbing Under Slab Plumbing Vent!Vents in Place Rough Plumbing Heating Rough-In I Insulation 1 Foundation Wall Interior R- Foundation Walls\ xterior 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 , . . • z f 50 1 oa L GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Z 5 Queensbury,NY 12804 Arrive am/pm Depart_ , m Inspector's initials Q ( 0(— 7� NAME: - PERMIT# LOCATION: L C/ 4¢fe '4 I-, /6 , DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers \ I-7 I Monolithic Pour Form Reinforcement in Place The contractor is responsible fdr providing protection from freezing for 48 hours following t e placement of the concrete. at 'als for this purpose n site ! / ndation/Wallpour I �' enforcement in Place Pai-d V Foundation/Dampproofing 1 Backfill Approval Plumbing Under lab 1 Plumbing Vent/V:I is in ' . - 1 Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exteri,br 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 \f( J\ • 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 /14/( niipm Depart a, pm Inspector's Initials NAME: PERMIT# 6 a 47 LOCATION: �J -r 0 — DATE : TYPE OF STRUC RECHECK N/A YES NO COMMENTS Footings/Piers I I I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection fronyfring for 48 hours following th6 place'ment of the oncrete. Mat 'als for this purpose o site I tee _ � / / f/ undation/Wallpour + V r/iwo v 4)14' ' Reinforcement in Place I Foundation/Dampproofing Backfill Approval Plumbing Under Slab I Plumbing Vent/Vents in Plac ' 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 Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT c3, `3� '' � ir\ ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road 1,P Queensbury,NY 12804 Arrive Depart + .i„pm spector's Ini •41!.- ,L, NAME: PERMIT# 4t2 1 TYPE OF STRUCTURE:" RECHECK N,(A YES NO COMMENTS ings/Piers ,O��h�i €bt k..- I .mot Monolithic Pour Form �o ` � Reinforcement in Plac= -2_-›t--1.-ik, Voy c '-'\-\ q 54.'Cit- The contractor is re,.• sible for providing protectio a' a freezing for 48 hours followii _ 41 a placement of the concrete. Materials for this purpo:e on site Foundation/Wallpour Reinforcement in Placi - - -— -Foundation/Damppro a fi a. -_---- Backfill Approval Plumbing Under S1 Plumbing Vent/V is in P ace Rough Plum ' g Heating Rough-In Insulation Foundation Walls Interio R- Foundation Walls Exteria• R • - Floors '+ 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 Office Use GENERAL INSPECTION REPORT Inspector: • Town of Queensbury Ready at time:QAw wa„ Dept. of Community Development Request received: 7 % Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPAR Z- m/pm Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT# a c6,- 992 . LOCATION: p? S Loa,/lai ry, /l • INSPECT ON(date): 7/ 'i Led TYPE OF STRUCTURE: POl_eki RECHECK N/A YES NO COMMENTS • Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Walllpour Reinforcement in Place Foundation/D amppro o fing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,A Vent .,Framing 13 S/ 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 1 Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL I SPECmI REPORT Inspector: Ready at time: Town of Queensbury Dept. of Community Development Request received: Meet: " Code Enforcement f Building& o En At time: 742 Bay Road i Queensbury, NY 12804 ARRIVE am/pm: DEPAR . 547 am/pm Notes: (518) 761-8256 Inspector's Initials NAME: C DCk PERMIT# ("" 1 7(P LOCATION: '7 7` - LbelLl-{/�i(Z r� kkx,, 20, INSPECT ON(date): / zP O TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsib - for providing protection from eezing for 48 hours following the lacemei t of the concrete. Materials for this purpose o site • Foundation/W allpour Reinforcement in Place - Foundation/Dampproo .•_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place 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- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fir -Separation 1,2,3,hour P netration Sealed ire Wall 2,3,4 hour Avr1 e L:\SueHemingway\Building.Codes.Inspcction,PORMS\GENERAL INSPECTION REPORT.doc • , Office Use GENERAL INSPECTION REPORT Inspector: � ri Ready at time: ►�1 1 I Town of Queensbury _p_m_ Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road j Queensbury, NY 12804 ARRIVE am/pnt: DEPAR f • am/pm Notes: x "a (518) 761-8256 Inspector's Initials • NAME: Q-\ L,V_ PERMIT# 0 / y ---) Ce,2 LOCATION:Q1 5 1<,\G4 1 -\-\-1 V (?._t) INSPECT ON(date): '2-) 0114—Ooi, TYPE OF STRUCTURE: --‘ \LI - RECHECK N/A YES NO COMMENTS . Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the plac-.vent of the concrete. Materials for this purpose on site • Foundation/Wallpour r Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing iVent%4-ents in Place �J +� Jk ugh Pl mbin paling Rough- vmnsuila�tion Mil " *� oundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in Bated spaces R- •17 U6- ii _p7 CO6` 0Pro r Vent,Attic Venti /" `�N�L-CJ� —V `���U F Jac! Studs/Headers V"\ CA(7 v�C Bracing/Bridging Joist Hangers Jack Posts/Main Beam 4<AM �a i-t f:3) (L_o G K 1/v CD Vkl.G(<0 L 44A Air Infiltration Barrier Fire Separation 1,2, 3,hour 7205 iP netration Sealed re Wall 2,3,4 hour /� k6)43'Eires g _ i JI/O L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc - ap4, GENERAL INSPECTION REEPOR1N c:_ ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrived:/an>( Depart?°. 11 Inspector's Initia NAME: • L. PERMIT 7 LOCATION: \ DATE : TYPE OF STRUCTURE: C<.:C") RECHECK N/A YES NO COMMENTS Footings/Piers I. Monolithic Pour Form Reinforcement in Place The contractor is responsible or providing protection from freezing for 48 hours following the placenent of the concrete. Materials for this purpose on sit Foundation/Wallpour Reinforcement in Place A Foundation/Dampproofing / Back ill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior It- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Pro,*r Vent,Attic Vent `J M-Ong Jack Studs/Headers Bracin ridging Joist s AJAR 1 L5 f� C:�L��1►��J Jack Posts/Main Beam V c �— Air Infiltration Barrier t?)E2(p1 Fo Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping 1�e �' 'c9AQ5�_`�Et.�-oJ �jA_J D t_CO•� j31�—C S_ �+ I%o6AE o s' Y - r ► �-, v 1-0 twb P f 55_ �- - ------a I i �-~- ; �, , -�--� � - -• - � � Z - � � r ! r -�--fir —«--� I i 1 I —14 !�I 441 i I I I ' � e 9 o - M- a • . . I • • •, • . _ . • . 1 i HIM ! r T71.--- ---ii , , I-I-I- I I I I . II i 1.--F-1--._I---L I-. I- 1 I — - I-1 I I ; -11-1---I-1-Th i li i 1 II . : ; • I 1 1 I 1 : 1 ; i • ; i I LI I ' I ' ' ' I I ; I : ---i--- , -11-17 I I I TT-... -'.- --1,- --II 1 I I • --" T -, . 1 i [ III 1 i I ii I ' ..;.-1 . _j____1____ LI I ' , 1 , 1 i 1 1 ; 1----7 o___;,._ : ; ' 1 ' " L'. i I ; ,. H , i . ._._I •__;__' . ; , ; _. .1 _ . i _._. ... ._ ...L.1_1___i___ __.1...1._____,LJ 111 ,, ; : , , ,, , , ; 1 il HI , I 1 1 ! —EH- --ri 1 ! . , .., , , , ! i ! . '• . 1 . . :. ; : : 1 i. •- , , I I • : I ! t I, ilii Hill I I I I , i I 1 • ; ' I _I I 1 1 1 1' ! i ;. I -` !--;--- - - i I ' ii ; li . ; 1 Tri I F111. 1-1-1 ' '' ' ' 1 4_1_I._I _1,.:.. •i. 1--i-.,__.I. L.....1___ ._. 1._.I __J__. ' _ . 1 1 j -I-----•-1--11-- 1--- 1 :1 °,,'.-",;1;•• w-z-tIWt-'-' .1--i . 1. .1 : 1 , ., 1, . .! , i ------I--; 1 1 1 1 io ,..;.i..' ,-- ,..„,.--.._ ,./..b,h , , i i._.!. J i !. ' ! ._; ] .. . Iril HI i 1 Li . •:-.. -• ,.. I 1- 'I . ---li-----1.---- --r-i---t--4--4--- ---------:--h- , I --I--••--;--1,--I-;--4---;. .71Vir A; -__-,-. - -4174'. ./-- . ' 1- 1 i ' 1 , iii ,•# ._.,._J__4_,_____ -.-----T-T----i--fl-7-1.--'.--i;T:1:4---..-7-1-.11--I--- ---- 1-- . 1 •. I- ,1 -------rh,1• 1---T-1.811;14111°144110,7i.,.r-i--:3,‘7 . •••I - i I 1 ; ; • . c, I ' ‘ '7171r:4/., • • I/ I I l• 11 i 1 ''. ! • - ' II ! WW1 • HI : L ' 1 2 _A.1.__f_ ____ ____________ ______r__ • ; —. Iliw.- ' . ' -1--I I 8 1---- ')''/ II 1.. I 1 i Ii : .1 • • `'. , 1 11: ' 1_. i _I__ zm i _1_1, I. 1 , 1 ' -22: ; 1 1 •I 1 ; ji-11 -dill izi'm , , , , , ; ,, ,.• • ,.... A,,, 1 1 . 1 . , I ' ' i i ``3\fril • 1 i 1 : • 1 ; ! ! _; 1._,__i_ • t . .4 m a ) • ..„__f__,_ . . T _______ __ ____1____4_.._..._..!_f___._.__; : . I ' I • ; ):z • 1 I , . , 1 ; ; .C.I, ." - ' , • I I ; ' ; I 1 • i ; i I ; ; I I '. -I ; . r, I 1• 1, '. 1_: I 1 „ 1 —iji . . . -----1--4--t--4--,--:-.-- --- - ..----1-'..---1---i-L_;_-___1_' 1 ' ?' ' 1 ' I 1 • ia • ! ! . (:)1'.. I ! HI ' II : ii I I IL ; I jj I I it(ri..? • 1 1 — . - - .:.,--___-___L-__4-_ -__1_-_-',--1-__L____i_-. . ! il I I. -Hi 1 46'1-6> ' • •: • , ; I • ; . ; lijj . LO:k_ i . ! : j • ; ! 111111H11 ' , 1.. .: I • ' i --Z-1__i.____I _ri . ' • ; I i ' 1 ' I . _..--1.--,_,_____!--4 ' ' ., ; • ; , ; ; • i -. , , I ! ,--- (..; : • ; : 1 . 1 . ; 1102:s, I i ; 1 • . • ; ; ; ; ; i1 11 ; 1. 11 .111 ; ! ;; 1 : • ; : I j • . ; 1 1 . i_-_-___+._ .._:....:. ___ _ ILiii l_ !-- I: 1 V ,•, ; c.:::.34..7.1-.4'1.1_ , 1 • ': ' : . --..-z . : I <.1 --ai(-I pa. ,•-.-.. %•-:,Lt.!• : ' 1 • • . ! , ! . . ilihilill . . 1. 1 ( 1111 . 1 , --7;---_- __ ___+______________.,_,..• _.1_ ._______T.L_L_L_________L__L__. I 1 --1----i--i 1 1 , q 4,:iig—kT4.c..1,-DScni g•S4-f'pr+ 1 i ' il ! . GI 3 .•c:r_,:5 p .•;:3\-c-)rt% 1 1._) 11111 . 1111 11 1. !, -,--11 ." ' ' -------;-J---;- -.-1-.. _. _ ._.L_' !__L____ _l ; I 4:.:5--,s.,F..1-(5- -67,,,Is--1-:::e>17p - ---_,-.1szIcie---, f:151--;—. 'ri. --il.c.„-4.,:ii.,-;,,Qs,- •,.''t-r,e2 F>•- 1 y C1i 1/2A----7 • : , : ! 1 ' . 1 Hil • IL. '' 11 • i .1 1 -I I' 1 E " 1 . !, ; .1 ','i : ! i ' : * 1.. -1.717-, •-12,2,-- r i I , ' i , ,• - i ,i ,..,.... ,, ---—--- .----- --------------Hi---- --1-f--T-4-:_—_i__, 1 i , : , • .1-'1-- , ,,_____ _; ;...L,j 1 ; . I • ____I1 • , • • • . • , ---9'._. ::. ; _41 -g11-1--• --) --cr-r.••,Tac:-•-1-T.--c-__I ;__Ls a_....; . __La...: I • • I ' • ' '' l• i; •• I I • :. I 1 , 111 ,! ' • 111 • 1 : , ! I I ! ! •• I I : ; . • i I • • 1 • • 1 • : ; 1, _ III, j : ; , 1 . j 1 ; 1 1,_1 . • I 1 ; ' ; --------- --60(,-6' ----- 4 AkinesN "v JiViCilin aZric) • ZO9e * L 7. . Nilr . • `.„:7•••------,..-. •-•-• . _ •4-.., ,• ii,,,..,. • ,.. • • a Eljen In-Drain Dimension & Specification Sheet Type B In-Diain Unit 36"W x 48"L x 7"H Backfill 12" Minimum Large Core Width 1.250" —— 6"Concrete Sand New York Department of Transporta- Directly Below and Surrounding the ton Concrete Sand Specification Small core Width .750" Sides of the In-Drain units for 703-07 Design Flow . Less than 1,000 gal/day absorption trenches Voids/Volume per In-Drain 90%Voids/50 gal. Distribution Pipe Perforated 4" Distance to Seasonal High Water 2' Minimum Distribution Pipe Non-Perforated 4" Table, Impervious Strata or Bedrock Geotextile Cover Fabric Typar 3401 Provide with the In-Drain Units Depth of Trench _ -- -.J ^ 29" Minimum Trench Width 4' Depth of Cover Over Distribution Pipe 6" Minimum __.____ ..___ ____...__._._._.___.__ ___. _._ _._.......__.._____...._......_...._... . .............. . _ __ _. _.., _..... ... ..... ... _ . . Spacing between In-Drain rows 4 'Absorption Trench (see figures 3, 5) 2' Absorption Bed Concrete Sand Depth Directly 6"Minimum SET BACKS: Below In-Drain Units -------- -- -- --- -- - - - Concrete Sand at the Side of 6" Absorption Trench House 20 Feet Minimum In-Drains 12"Absorption Bed Well 100 Feet Minimum Acceptable Soil Percolation Rate 1-60 min/in Absorption Trench Property Line 10 Feet Minimum 1-30 min/in Absorption Bed All Set Backs are measured from the edge of concrete sand In Distribution Methods Gravity/Pump/Siphon situ soil interface ALL APPENDIX 75-A SEPARATION REQUIREMENTS ARE APPLICABLE 14 ABSORPTION BED CROSS SECTION SUITABLE BACKFILL PLUS A MIN.4"TOPSOIL&SEED 8%MAX.SLOPE 4"PERF.PIPE GEO TEXTILE COVER FABRIC 10-17" 30"MAX. _ ii('AA'RiS:4ir+'.;S• tyT(~ i4�1';1$4a'.„r�yt�^= �?;:� • it y�,Y_lJ�._y,}t} tdY.�y r ) � S. eta i , r4: S?•1 4.' )t tiX CYSt P"y�? 5 ° tax 3jt .l 91" }^ � ( s� �'^ f,,(r'�y' J a': �1i r A, fnF ; �; 4 ,£t Lr- Y r 7` fry t; "�&-A '.1,. 'mot-, ,44 '"41�1, �l'S. "'i�$ Vit,14I.w. f. �T-•" 1 2. 6-MIN. Y�'.� 1^' �. � .+ ',Il�if� f ri 1i� t R• �{ S t� i i � f'v- e i lt. il• ^1 �+'.tf'. ; j> "f'c l Q i'1:�`,2 r'S t y rat:%-t a a.Lr lt. '.. .'Z _._ R`�n5£i .L �Y�i�f��,'v''+h t'?�J�.�a��F'��Yl:�rh,�:4���� ,r � �'-a:t' Y•S. � �• a�' v�• `�.�.'e-ri•' "u! ?,�L'i2a �•. �2"`"'� 24__—�_� H . 12. .—I CONCRETE SAND 2'MIN.TO IMPERVIOUS STRATA,BEDROCK OR SEASONBAL HIGH GROUND WATER • USABLE SOIL PERCOLATION RATE 1-30 MIN./IN. \ �` ,�. ,/\ \ O Q �� %% Via,/ \ � \ \ O S \ �'�\ ta • PG 12 / FIG. 5 +. ELJEN TM • _4 .2L ENVIRONMENTAL Ilk •III 11111 PRODUCTS NI.kal.lii SINCE 1979 AN INTERNATIONAL COMPANY I DRAM SYSTEM The non-aggregate leach field system with new Bio-Matt' Fabric. .� _ -4.....- 4 _ - .yf- 1 ay •� '! '! • , . ^ate :•'•` ,;-,----: - • • ccc���•-iii is�•7 r ••� : • .' _ ... _ �•K• .J _ ' \`,• • a •�. its •1► _ -�•,. "r`yy��✓' •` .S ".• • • In-Drain system pretreats effluent with a two-stage biomat • System maintains greater long term leaching capacity • Requires much smaller area than conventional systems • Lower site impact and less offsite fill required • Ends worries about dirty stone and stone dust • Made with lightweight recycled materials • Excellent documented long term track record • The leach field system with a 10 year warranty _: . .. _ - U dee:Features= - 1 - het=P _' rsyster : • • - • .4 ELJEN IN-DRAINS PAGE 2 All Effluent is not Treated Equally - = _-_ - =- . ♦ primary treatment zone•is looted well above the native soil interface allowing for a BOD5 Treatment Up-Date highly concentrated mass of biomat to form which treats the effluent biologically as well as physically and induces favorable unsaturated flow. • secondary treatment zone is created t",ram - •Septic Tank by placing a level six inch layer of washed sand di- II deuarti rectly below and to the sides of the In-Drains creating 1 II .� •ti-otain a secondary partial biomat formation on top of the �� washed sand. ,II ' ' 1111 • third treatment zone as the primary and Sits Sae: Sic Sit sus secondary treated effluent passes throughout the un- derlying six inch layer of washed sand. Samples taken directly below the third treatment zone,prior to the native sod interface. All samples are obtained and tested by independent taboratoies. Statingpoint for conventional or chamber systems. . cuoyi, G.h �4, . T?'yc4 4 4 3 6k s20 oo 6-1 . y 13� 5" 4,0 aq0 New York State Required Length Eljen In-Drain Absorption Trench • 2 Bedroom 3 Bedroom I 4 Bedroom 5 Bedroom I 6 Bedroom Min./inch 1220 260 300 330 390 450 440 520 600 550 650 750 1660 780 900 1 -5 . 26 31' 36 39 46. 53 52 • 62 71 65 . .77. 89 :79.... .93; 107 6-7 31 37 43 47 56 64 63 74 86 79 93 107 94 111 129 I • Z 8- 10 35 41 48 52 62 .1 71 70 • 83 95 87 103 119 -105- 124. -143 O • _ J11 -15 39 46 54 I 59 70 80 79 93 107 98 116 134 1118. 139 161 0116-20 45 53 61 67 80 92' 90 106 123 -.112 : 133 1'53 135 159 . 184 =I•21 -30 52 62 71 79 93 107 105 124 ! 143 131 155 179 157 186 214 • 0-131 -45 63 74 86 94 - 111 1 129 126 149 171 157 186 214 - 189 223 257, 45-60 70 83 95 105 124 143 140 165 1191 175 206 238 210 248 286 Number of In-Drain units required is accomplished by dividing the ABSORPTION TRENCH LENGTH by 4' and rounding up to the nearest whole number. • • 43 LINEAR FEET REQUIRED DIVIDED BY 4= 10.7 ROUNDED UP TO 11 In-Drain units + 129 LINEAR FEET REQUIRED DIVIDED BY 4=32.2 ROUNDED UP TO 33 In-Drain units ELJEN CORPORATION 1-800-444-1359 / FAX (860)610-0427 www.eljen.com MAP REFERENCE: MAP OF A SUBDIVISION MADE FOR MARIANNE E. GRANGER DATED MARCH 17, 1999 REVISED APRIL 27, 1999 BY VAN DUSEN & STEVES LAND SURVEYORS, LLC LANDS N/F OF LAKE GEORGE VENTURES, INC, MAGNa11v N07 25'14'E N07 08'10'E NO3 4G'4G'E N07 53'04'E 40.38 709.52 136.96 137.19 50.39' ✓ 4•� _ NO WELL f LOT 156.24' P�� LOCTED DUE A TO (D. 2 O \ SNOW 12 COVER 177,418 sq.ft. ORY 4.07 acres WOODFRAMEASPhiALT g� HOUSE DRIVE \ SRS � I6 � GN / ti��� • `'�� R ld' 107. P O 111.40' ASPHALT DRIVE LOT AAy v O N FFB �O LEGEND: At op 2 6i 2003 `D1 = UTILITY POLE �(Q�HGQU pFNSB AN CO��RY • p p p e • C. r ` • e D us r • L �\\ Date: EBq VARY 20, 2003 j �� 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY SCaLe 1'=100' YAP BEARING A LICENSED UND SURVEYORS SEAL IS A Map of a Survey made for ]( A VIOLATION OF SECTION 7209, SUB -DIVISION Y, OF THE /`\J/V NEW YORK STATE EDUCATION LAW,' 'ONLY COMES FROM THE ORIGINAL Or TH19 SURVEY MARKS t e v e r SEAL S ALLWITH AN ORIGINAL RE THE LAND SURVEY TRUE T T '��/q,` SEAL SHALL BE CONSIDERED TO BE VALID 7RUE COPIES. WILLIAM o' D EA S _ 1 'CER71FlCA1TON5 INDICATED HEREON SIGNIFY THAT 1 1 THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED Land Surveyors BY THE NEW ORS. STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERI1FlCAl10NS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL County, 1 1 AGENCY AND LENDING INSTIIUITION LISTED HEREON, AND Town of Queensbury, Warren County, New York 169 Haviland Road Queensbury, New York 12804 TO PC AS-WAINM Or THE LENDING INSTITUTION O'DEA G892 (518) 792-8474 New York Lie. No. 50135 1 1 1 NO. DATE DESCRIPTION DWG. NO. 03023 5,1 mNQ7'-rKE04N 7*2 -F- 40-38 tommmomm. . �l Y 10 77 dW- TP .. ice,,. fit' -- - -",.- 4W T� \V 00000 "o 410P > t4 A 4— VIdt 6- 7 + 0., e__100, % AVo— Olanion(4 IA4 Ni land UL V, irift upisca?n Dick S1a IL - bo .00� V10 A� rA + C. t;p- :A. I I p - k 411 + y _ j ` i Woods J-1mv-43 3"MoL9L_`: Poin Dark 6 �It�i lO Plum�+► \ \ e `y�.�r ,( Part JJ A-� IP Y "k �6 D A)� q%0007�7 N K 27 t p k vo, C C%. 141 III ?ff N 1�� do .6b ti 0 0,* A� VT .100, -Golf Court. _V vj N Z'J, C_ is )j )j C, A: Ir NT R V,�� I L 1, j",& jA(jr. x. PLAN SITE DENELOP LOCKHART MOUNITAIN ROAD, QUEEENSBURY, N.N( V j LOT # 2 of the_NIARIANNE E. GRANGER S3DIV'SON7 TOWN of QU '1,-.E:7"SS3',jRY - TAX MAC ")3 - 1 - 37.2 Scale: 1"= 20 Drawn by: P.J.B. Date: 7-15-01 f;; $,,4 CB Revisions: :4 Revisions: 1 31 A4- WOS8473*3744'1 Revisions: 41'01 W I mu '00 ?=3,,,=:3,rFEET m Dwg. PriMedff=TOPOIC1999W&UimmPmdwtiow(www,topocoW Iq OQ%AL QV-NEIZO • 40, + + 01 MAIP REFERENCE: MAP OF A SURVEY MADE FOR STANLEY T. & MARIANNE E. GRANGER DATED APRIL 3, 1987 BY VAN DUSEN & STEVES LAND SURVEYORS foal NOTES: 1. THE WETLAND BOUNDARY AS SHOWN ON THIS SURVEY WAS FLAGGED IN THE FEILD BY DANIEL SPADA OF THE A.P.A. QN OCTOBER 28, 1998 2. VERIFIED BY DANIEL SPADA OF THE A.P.A. STAFF ON 4/16/99. 3. WETLAND BOUNDARIES SHOWN REFLECT ONLY THOSE FLAGGED IN THE FEILD AND DETERMINED NECESSSARY FOR THE PROJECT. ADDITIONAL WETLANDS MAY EXIST ELSWHERE ON THE PARCEL. 4. NO CLEARING SHALL BE PERMITTED WITHIN BUILDING SETBACK LINES EXCEPT FOR AREA OF INGRESS. AND NO CLEARING SHALL BE PERMITTED OUTSIDE THE CLEARING ENVELOPE, EXCEPT FOR REMOVAL OF DEAD OR DISEASED VEGETATION, ROTTEN OR DAtiAGED TREES OR ANY OTHER VEk-'STATION THAT PRESENTS A SAFETY OR HEALTH HAZARD. 5. INDIVIDUAL LOT GRADING SHALL CONFORM TO SECTION A183-25 OF THE SUBNVISION REGULATIONS CJ THE TOWN OF QUEENSBURY. 6. EROSION AND SEDIMENT CONTROL SHALL BE IN ACCORDAINC ;' WITH NEW YORK STATE G"IDELINES FOR URS0 %'L EROSION AND SEDIMENT CONTROL. 7. ALL DRIVEWAY'S TO DRAIN TO A LOW POINT LOCATED WITHIN THE LOT AND ALL RUNOFF FROM THE SITE OF ANY HOUSE AND DRIVEWAY TO BE CONTAINED ON SITE. LANDS N/F OF L. RAY '11-1-IS 4"MMENTI-4- ',1WWA1MM00E==W 1 :1 'mol), 7 N LANDS N/F OF LAKE GEORGE VENTURES, INC. LANDS N/F OF 150 CHARLES TUTTLE N07'25'1 *E a SPRING 40.38 175 H�u� N071 9*06*Ez 9 r, A-- . .. .. . ... ... 352.35 - o r� 6 1 1�, I . ­ Y N 2 2. 1,zr y Lr) u') I OD V) TP 3 3 ";n,7 A"P%r% ft ..... .... . . w • 00 ;01 04 4 %K* - 808 sqAt." Y I 0c: or'. 0. -1 cibres _7 150 164,�27 sO PIr 9/tcrep 3479191 f t.- ..7.97 acres_.-.. 71 x x x x x 01 0000, P 00 z ��— X 2-30,665 so-ft. acres5.29 oo 131 2 177,418 sq.ft. 4.07 acres 175 TP \ f -A TP 7 x 124,05; * 6 --Sq.ft. 18.55 All TP N + A4 AY C14 00 z \"o�"-000- 400, 105.22 186.38 198.73 100.33 234.42 258.95 12517 4 �-- -;--= - 0 6� Aw ow S07'34'44"W SOS* 2'53 S07"23'19"W so is S07*47'1 9"W SO '3256*W S08*04'00*W SOj*OA S08*1 7'40"W S06*32'56*W 40010 J000F • ze• Ile • TAX MAP NO. 23-1-35 AREA 15.7 ± ACRES TO BE MADE PART OF LOT 7 THIS SUBDIVISION WAS PREPARED UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND WAS MADE FROM GRAPHIC SCALE A FIELD SURVEY. 100 0 50 100 200 400 THIS R�- PLAN IS CONSISTENT WITH THE ZONING 77= ORDINANCE OF THE TOWN OF QUEENSBURY. PROPOSED IRON ROD MARKERS TO BE SET AT IN FEET i7ArW I nT r0PNFR OR CHANGE OF DIRECTION. 1 inch - 100 ft. LANDS N/F OF McLAUGHLIN TAX MAP NO. 23-1-35 & 37 I LEGEND: • IRF = IRON ROD FOUND • IPF = IRON PIPE FOUND caj = UTILITY POLE I I STONE WALL REMAINS S T-.--: E A M SOIL TEST PIT • dor S06*42'30"W TYPICAL LOT IMPROVEMENT AREA I PROPERTY IS LOCATED WITHIN LAKE GEORGE CENTRAL SCHOOL DISTRICT and THE NORTH QUEENSBURY FIRE PROTECTION DISTRICT 00 p to co (A m I/— > ern O 4 m &) m ( 1 Aw"'13 PLANNINC,, E30ARD APPROVAL Approve(4, I'-' -er Authc a Resev'ution Ac!opteri by the Plc-.,ning Board c­." the Tr.,wn of ­­,serznbury, Nt;w .'ark. Chairmai L A,", 0 S N A, PHF.r, ZONING INFORMATION KK-DA �IN ULVLLUrMLN I ANLA) A MINIMUM LOT SIZE OF ONE (1) ACRE REQUIRED FOR CLUSTERING SETBACKS: FRONT 50(ft) SIDE 30(ft) REAR 30(ft) DENSITY INFORMATION 32.41 ACRES IN THE RR-5A ZONE 23.9 ACRES IN THE LC-10A ZONE 1w 1-4 0 z 0 po ,a V 0 oror cs - p- R p- C) Cr 4b 1P " lk C`z I o 11-MYNER APPLICANT MAR!ANNE E. GRANGER 2E.� LOCKHART MOUNTAIN ROAD LA',<7" GEORGE, NY 12845 DWG. N`0. 96227 2 I a K - I AbSORDT10P1 TREMGM tSCE bTANOARD ADSOILP110N TRLNCf1D. TILL (4A�1 r C)QbTWO� MIN. LPUO [KEYING 508.. ....� I TO sm Oto" AM SLOPts. c �rX. .r.�. -:•• I BC D+ ANAGE SWAL1 M QZ. 24' MK TO HtCH GROtAN1DWATfX ROCK cx w"VIOU5 6OL W!K)VE LEAKS. ROOTS. N,.AHTS AND ' 1 TO SPRZA0o fLL MA7LRIN..AICC FR101t M4 I ` k VMIICRL WARAT7K bC- W-Zi tT05Tf1G C.It0Ut0 NO n 1 bcAbL-DAL HIGH CJ VONAI C'i. BEDROCK OR Pf 1rAO;l5 SCL tb LEII,b WI A 4' W1 UtEATM THAN 2'. MMOOLATCH RATE Or e"TING but. PV"' Be rASTCK THAN GO MIUTES. SHALLOW ABSORPTION TRENCH' SYSTEM -- -----'� - nor TO 1<_hLZc f? , i i I i I I t 16, MALL 2' 1'41L "'.. —T I +1 I x^ ^ ^ ^ ^ ' J {CFO �l t I \-4' Pt'C•.".RATCD P%0 LATMAL _ I bLONt 1�1G'-J32' PER, M. i L IM OF ALL 06TR'al XOR FVT6 K*T BC PL1 xAv L' ut, < P('.L x4"c.C1LD. I 2. ALL LATL+tALb TO W Or taw&_ LLNGM E N^ TAR^ , :�i'` PT10N TRINE s PROF.. ,,.. -- MOT To ,S^wa • I I I 1 r� I. M 'V I � I ni" •� HC'J.,Z __ •_ TANK AT L,LAST !' i a FR,�*A; VCL.L, KID 10' Mlri. MC'V HOUSE 20'-,t BASEMENT WALL t yN. TIGHT JOI d"i � 141l k �Vt NOTE 5 ON SLOPE OF'1/8'; /VT. I Titi FIELD ' GRADE 1/B' jFT. I SEWAGE DISPOSAL LAYOUT NOI TO 7' r 1. r:.E FIELD TO SE if}', ',OR MORE FROM ANY '-AXE, SWAMP, CtTCH VR WATERCOURSE AND 10' '?R MORE FR O„ ?_'Y Wd TER LINE UN.. -,ER PRESSURE. SEWAGE P., : "Y#E:EN HOLES!: AND DISTIlffrVION BOX USE DUCTILE OR CAST:IRON PIPE, Cr SCXEDULE 40 PVC MTHI CEVEN'172) ,]CINTS. S. D7 S ;MAXCE r'^ ROCr AND CEL1? :Vk ^UNACI FRN ,G"c SYSTEM. I 4. C'i+'OS�.' 1'ly' *L' D. t31 'ANCr,S lA! I. fk-14{A3`, R(C FROW TNf Irlr :f t�C fill. I Il�l'Y,6Y.i i%—iYOY`flo♦!@.i .I.:: Iel�/n.. LIiiZd.J':..IYPP.®1�1� t 1 RLCOttC?O''k L A=66 CLIAMOLIT X'CIC4G6 APPROXOMARE m KA um TC • 15mOW CONCRETE OR STOW ALL Fitt' ^, GRADC rNbr't Gaw., COVERAbovS aumtro OKXb RLCOMmrm .P. Lj K& OAFILE 32' MN. COVER OVER ALL STI=TUtEb wi DIST1muTlon box BY FORT HILLER OR cou v_ HT+. SILOrt 0 0 V4' PLlt FOOT M/1 uxm L0' PCR rooT ALL OU LET ItAWS TANK oo TO BC ICT AT PEA EXACTLY TIC SAM[ BY TORT MILLER OR GRAVM �."VATIOL DISTRIBUTION BOX 6MTD LEVELERS COL IAL. III ET . ottntT BArnib NOT TO 6Cv INSTAL I ATION OF DISPOSAL FIELDS 1. CONSTRUCT" SHALL BE AS SHOWN ON THIS DRAWING, AND SHALI. BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMI]dT OF HEALTIs INDIVIDUAL HOUSEHOLD SYSTEMS AND µb MN'EPI !B *VT" THOPLASTIC CORRUGATED7TVBIN NATION SEPTI� ANKKLLEACH FIELDS. PIPE MAX" 41C WoTH 2, NO HEAVY EOUIPMENT SHALL BE ALLOWED IITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 4 3. AFTER EXCAVATION 2' VADE TRENCH TO THE DEPTHS REQUIRED, CLEANED pp J_ 00 O 0 0 PROVDc 3' 500 dt --� THE WALLS AND FLOOR OF EACH TRENCH 94OULD BE SAND RAKED MEARED SE TO ACHIEVE NS TRENCH SURFACE AND TO LOOSEN Cj'd' PTA utAvtl. LM" TANG 517TIC TANK 4. PLACEMENT OF CRUSHED STONE,PERFORATED PIPE AND UNTREATED BUILDING SHALL AS SHOWN ANO CARE SHALL BE NOT TO %4LE PAPER OR STRAW BE EXERCISED TO AVOID INCLUSION OF FIN? GRAINED SOILS AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. a THE PPE SHOULD K LAID AT THE GRADES AND TO THE SEPTIC TANKS RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL 13E LAID 1. ALL UNITS SHALL COMPLY WITH THE REOUIREMDM OF THE Ni'1.YORK WITH THE HOLES DOWN IN ALL CASES. STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CON: TE a. ALL DwOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AS MANUFACTURED BY FORT MILLER OR EOUIVALENT. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY 2. ALL STRUCTURES TO BE PLACED ON r,RM. COMPACT SAND Oi', FTtCM THE DISPOSAL FIELD. GRAVEL FOUNDATION. WHEREVE3t EXISTING FOUNDATION CONDITt01 S 7. RdOK LEAVES. ROOTS. Pin AND ORGANIC DEBRIS. PLOW SURFACE PRIOR ARE UNSUITABLE, NSUI TO ACHEVE CRUSHED STABLE HALL BE PLACED ASTO TIOPL NEC3. SPREADING FILL MAMA' SEPTIC TANKS INSTALLED IN TRAFM AREAS SHALL BE EXTRA H:.AVY b DO NOT USE HEAVY EOUPMENT "THIN THE ABSORPTION FIELD AREA CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. p, PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. 1x pwim 11 CRO" ..ore ONC3WU TO ArLO d GM b�OK9 ArTL1 root stmi"I r , p FILL OR I lR P+r l oR GCOTt XT� 1� V 4' PERfOR.'.T'F:rr► Z. IVI LATT:RAL p 3/4' TO 1 V 2' CRUSHED bT0►C 6,,.0„ CA016 OfA1'AL MXYATION STANDARD ABSORPTION TRENCht SECTION 10T TO •GlthJi , # BEDROOMS (SEE NOTE 1) WASTE FLOW G.P.D. SEPTIC TANK (MIN. CAPACITY GAL.) (SEE NOTE 3 At 4) SEPTIC TANK MINIMUM UOU0 SURFi\CE AREA(S.F.) DISPOSAL FIELD TRENCH LENGTH KP=LA%M RAIL (MINUTES) 1-5 1 6-7 s-to 11-15 16-20 21-30 2 260 1000 27 10s 130 140 162 1N 1 217 3 390 1000 27 142 11" 217 244 1 2-n 325 4 520 1250 34 2,1< 2110 2W 325 322 433 5 650 1500 40 360 405 464 542 6 780 1750 47 3:] 3w Q.3 488 557 bso SEWAGE DISPOSAL SYSTEM SI ING N . c PAH90N ATn= ETC, ARE CODE TM Att 6000O a. 2. ASSUMES USE OF CODE CONFOh" nE*A= 11111114 3.5 GP). MtLETS AND 3.0 GPx fftC Ti A►O 3. TAMN > RIcgIJwk1�ONTS FOR MOCK Um R 2CD000wS %MALL K 9 f1' 90 250 OALLOP8 Or C&*Aa" AMC ('j,LL1AATt1 AX SpUMIC :t OF SURFACE ARIA Pb1 EACH AD "M*AL W.>WXU smu&apqwtX gpmoM ARIL TO BE COK5000 CQM KVOT t0 O+4 AG 104AL o m� FOR SYSTEM% My" A IWAL WANOm L L.41M OIILAITER . TFwr 500 !i[l, �.a I PTRE55 ADA"M ns tK TO HT'DROWLIKA�( DISCHARGE mr - G- WELL GASIIG-GROIJiLD INTO ROCK - DROP RE G- DOLLED WELL CMECK VALVE OW LDIOTH Or D15CMARGC Fff DETWLEM mm AND CHECK VALVE WELL CONSTRUCTIOM TO GOWOW TO THE REQUja2jVfT5 Or THE NEW YORK STATE DEPARTMENT Of HCALTH. B WELL NOT TO 50A.Lf W � d z a O O U po QI b M`I N w `U y 0 O O F Z O CL U 0 W Q Q 0 d O � N O o z z ., ao w NOTES AS PER A.P.A .PERMIT NO. 98-222 � > � 1. ALL NEW ON --SITE WASTEWATER TREATMENT SYSTEIAS INSTALLED ON p 0 z T W YORK STATE DEPARTMENT THE PROJECT SITE SHALL COMPLY WITH NEW OF HEALTH'S WASTEWATER TREATMENT STANDARDS FOR INDIVIDUAL HOUSEHOLD SYSTEMS (10 NYCRR APPENDIX 75—A) AIND WITH AGENCY STANDARDS SET FORTH IN 9 NYCRR APPENDIX 0— 4 AND IN ITS 1991 "GUIDELINES FOR ON —SITE WASTEWATER DISPOSAL SYSTEMS." 2. NO CONVENTIONAL ON —SITE WASTEWATER TREATMENT SYSTEM SHALL IPA BE INSTALLED ON EXISTING SLOPES IN EXCESS OF 15 PERCENT ON t ANY LOT, pl 3. AN ON —SITE WASTEWATER TREATMENT SYSTEM EMPLOYING A SHALLOW 1 `� ABSORPTION TRENCH TYPE SYSTEM SHALL BE INSTALLED ON LOT 3 (� AND ONLY ON EXISTING SLOPES OF 8 PERCENT OR LESS. 4. EACH ON —SITE WASTEWATER TREATMENT SYSTEM SHALL BE LOCATED AT LEAST 100 FEET FROM ANY WATER SUPPLIES, WETLANDS AND °0 PERMANENT OR INTERMITTENT STREAMS. Date AMA. 27, MIQ Scale AS NOTM D1 8HWr 2 Oki 2 GRANGER DWG. NO. 852278 - rzs':rct.. a'vsm. s.-v.:a,. .r... `-_--.�rss:' _ _ �••ma.wssaeccr�. ///.1 r / � sari •`%n.) �.. , r l a w zl- iC r r Ato -'4 I p1D C.. 1• V Lj q- i 5o i IVED _ a / J N 14 2002ENSBURY TOWN OF P'll '°, CODS *1101,