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2002-536 p 'k TOWN Our QUEENSBURY 742 Bay Road,Queensbury NY 1280002 (518)761-8201 Community Development-Building&Codes (518)761.8256 UtRT1F1%r.jA'T1 E F OCCUPANCY Permit Number, P20020536 Date Issued: Friday, September 09,2005 This is to cert4 that work requested to be done as shown by Permit Number P20020536 has been completed, Tax Map Number, 523400-252-000-0001-075-002-0000 Location: 37 Alexy Ln Owner. JOHN SALVADOR Applicant; JOHN SALVADOR This structure maybe occupied as a: Fireplace By Order of Town Board Garage-2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the 4 property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020536 Application Number: A20020536 Tax Map No: 523400-252-000-0001-075=002-0000 Permission is hereby granted to: .1014NSALVADOR For property located at: 37 Alexy Ln 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: JOHN SALVADOR Fireplace GREEN HARBOUR Garage-2 Cars Attached 8 LAKEVIEW Dr Single Family Dwelling $125,000.00 BOX 77 Total Value $125,000.00 LAKE GEORGE,NY 12845 Contractor or Builder's Name Address Electrical Inspection Agency Plans&Specifications 2002-53 6 Lot 6, House No. 37 Alexy Road, Alexy Subdivision Construction of a 1,695 sq. ' single family dwelling w/attached 2 car garage as per plot plan& specifications. $260.10 PERMIT FEE PAID-THIS PERMIT EXPIRES: aturday,August 13, 20-0-5- (If a longer period is required,an application for an extension must be made to the code e e of the Town of gjwAjtslbury befoyv the expirattop date.) Dated'at the(T000 aus4,44 tuesday,August l.3,2002. SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020536 Application Number: A20020536 Tax Map No: 523400-252-000-0001-075-002-0000 Permission is hereby granted to: JOHN SALVADOR For property located at: 37 Alexy Ln 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: JOHN SALVADOR GREEN HARBOUR Fireplace 8 LAKEVIEW Dr Garage-2 Cars Attached Single Family Dwelling 125,000.00 BOX 77 Total Value 125,000.00 LAKE GEORGE,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2002-536 Lot 6, House No. 37 Alexy Road,Alexy Subdivision Construction of a 1,695 sq. ' single family dwelling w/attached 2 car garage as per plot plan& specifications. $260.10 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,August 13,2003 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow eV;W T ugust 13,2002 L; SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement I Building Permit Application Town of Queensbury—Dept of Community Dcvelopmcnt,742 Bay Road,Queensbury",NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No.O No inspection will be made until applicant has received a Fee Paid $ [�, /(} tj. .e V valid building permit. All applicants'spaces on this Rec.Fee Paid $ / application must be completed and must appear on the Reviewed By: i application forma, / `� f Applicant: X A n Y�1 V G-cl o_ / Owner: Address: X k2kezi r er s / e u-1 Address: ,Le CSC rJ re4! !�r x 9 zezke- Gear e a r /J fo28'�� /.a�'� G r'o s^�C /t// /a'r ,f� Phone#{ /Y}�- 2 D � Phone#(2E)�� �u"�y � 2 �'J 21NjZ "OVVAI op Property Location: Lot Number: 6 / House Number 3 / ! Y Y DIAIG Subdivision Name: /exd Stc��r�tsid Ta�cMapNumber: o2S�. d0�—/— �S Al��C{}p� �C( New Building: esid /commercial Estunated Market Value of Construction:$ f o Addition: a commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/commercial o No change to exterior size: residence/com'l ❑ Other work(describe ) Cheek OeeupancyInformation 1'Floor 2 Floor Otherfioor Total y1 Below sq.ft. sq.ft. sq.ft. Square Feet ' Single family dwelling o Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units Cl Office a Mercantile ❑ Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage l•� 0 1 car attached garage _ 2 car attached garage 6 11 0 3 car attached garage ❑ Storage building- commercial o Storage building- residential o Other r� What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? /✓� Type of Heating System: electric/ it / gas/wood /forced hot air/ baseboard/other: Number of Fireplaces to be installed f 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 dui Xv/- a Cc.1 d Vf— PS' 668-3d Plumber - c- ' i A J P— Mason P' i r Electrician ft =r 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 Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Buil dirand Codes,an A B Ut Survey by a licensed surveyor,drawn to scale,showing actual location of all ne co lion Signature: owner, JV ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COURF:077-INIED 9000 HEATING DEGREE DAYS JUN 2 6 2002 Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwelii9g.4,fqj,41 yj.U=7F:j jsBuRy Part 6*-Thermal Rating—Component trade Offs 1&2 FarLdyjD lltiq CODE Multi-Family Dwellings (3 Stories or less) Part 4*- Design by Component Performance, Commercial Buildings-Hi Rise Residential' *Requires submission of worksheets AMPICANT' :,,NAME: PROPERTY OCATION- d[71) hex V ; ,Nc_ PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: I Gross Floor Area- feet 2. Type of heat- Electric X 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 R­VALUES AS SHOWN ON PLANS SUBMITTED: a. Roof R b. Exterior walls R C. blazed areas R d. Exterior doors R e. Floors over unheated spaces R f Edge of slab on grade (heated building) R 9. Basement/cellar walls (above grade) R h. Basement/cellar walls (below grade) R i. Heating/cooling-ducts-piping in unheated space R 6. Service (domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED A i s g ature Date Phone Number M INSPECTOR'SS MARKS: + f' JUN 25 '02 08:49 AT&T FAX 9022FX P.2 Permit Number MECcheek Compliance Report Checked BylDate Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3,3 Release 1b Data filename:Untitled TITLE:John&Kathleen Salvador ED JUN G 2002 COUNTY:Warren TOWN OF�C;;�Ei�aSt�i9i��( STATE:New York i3[111_131i AZD\i0 IMD;7635 — .G._� CODE CONSTRUCTION TYPE:detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:06/25/02 DATE OF PLANS:3/19/02 PROJECT INFORMATION: Single Family Residential COMPANY INFORMATION: Northern Design&Building Associates COMPLIANCE:passes Maximum UA-334 Your Hiome=301 9.9%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter A-Valu R- alue U FactorUA I Ceiling 1:Cathedral Ceiling(no attic) 634 30.0 0.0 22 Ceiling 2;Flat Ceiling or Scissor Truss 627 30.0 0.0 21 Skylight 1:Wood Frame,Double Pane with Low-1; 23 0,410 9 Wall 1:Wood Frame, 16"ox. 2543 19.0 0.0 132 Window 1:Wood Framo,Double pane with low-E 284 0,330 94 Door I:Glass 32 0,350 11 Door 2:Solid 20 0.170 3 Basement Wall 1:Wood Frame,7.7'hd6.5`bg/7.T insul 146 1110 0.0 9 Furnace 1:Forced Hot Air,80 AFC COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,speciBoations,and other Calculations submitted with this pennit application. The proposed systems have been designed to meet the Proposed New k S Energy Conservation Construction Code requirements. Builder[Designer n Date 6717-�Z' TOWN OFOUEENSBURY 46 Richard A.Missita - . HIGHWAY Highway Superintendent DEVAO'r ENT Home(518)798-5127 A A-&X%JL M ENT 742 Bay Road * Queensbury,NY 12804 Travis Office Phone. (518) 761-8211 REC G"S'V=i .uperintendent (518)798-0413 Fax: (518) 745-4466 JUN 2 6 2002 - DRIVEWAY PERMIT TOWN OF QUEEENSBURY BUILDING AND 00Dc DATE: APPLICANT NAME: L14 0 cle I, )r TELEPHONE NO.: L a ADDRESS TO BE INSPECTED: 32' 4-kxz 4ahe— RETURN ADDRESS: C, f Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: O Preliminary Approval NEED: )Slight swale Level with the road Deep swale Size pipe to be used(if necessary) )12" ( )15" ( )181, ( )24" ( )36" Preliminary inspection completed by —DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: Final Approval Rejected DATE: Richard A. Missita,Highway Superintendent Fire Marshal's Office Town of'Queensbwy,742 Bay Road,Queensbury,NY (51 s)761-8205 Application.for Fuel .Burning Appliances & Chimneys applicable to solid`fuel & vented gas.appliances Date , 20 d' RECENEDPetn�i�I'a'�V� Application is hereby made to the Building& e24f2.092r the issuance of a Building and dUN 6200 Permit pursuant to the New York State Fire Prevention and Building Code. 711e applicant or oti , agrees to comply with all applicable laws,of cli�la �,�r�gulaltolZstac3tl conditions that.are p� these requirements and also will allow all inspecUMIentr"-i'r` rii3 °�s Flo peJforrn required inspor"Js� 'rl NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information f j (circle appropriate words) Name: Stove: wood coal pellet gas Fireplace insert Address: Y/6ecjfe_ J 31- 7� Fireplace, factory-built: wood gas � t N . gip-ace, mason woo gas Furnace: wood gas oil Phone: ;��� "aY,—g0 5�f If non-masonary applicance,please provide pwner.�ct Yy� lllo/ Manufacturer Name: Address: d k&Kt°Uiej A- -71 Model Number: ` Chimney Information ` Phone: 4 ,sJ 49f-~ ` �. (circle appropriate words) asonr (IND brie sto ,fJ lane- Flue t' teel si e: inches Exact Address:9/ 1`f'(by)t �r`fS X fe l of construction-or installation Factory-Built Manufacturer naive: Model Number: Note: Listed By: 1 Number: Construction!Installation must conform to NYS Fire Prevention &Building Indicate(circle)chimney material: Code. Consult available Town of Queensgui)� Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner t 2 43OWN :aa.f Wrta- Ar X'4cP*-A 1 Fire Marshal Code# $Collected $Refunded Recei (f'OJJI ftJnded t (J _ r address: A 173 3389 (190) Public Saj&ty A 233 2655 (230)Mi n or Sides DATE: L� White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / fink&:Goldenrod(Cashier's Dept.) Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)761-8256 1. OWNER INFORMATION: ....... Office Use Location of installation: File Permit No. Tax Map No..2,fd/ Fee Paid Owner's Name: )d/1,7 a/,V1tac0-, )i/- ................ ............ ............. I. Address: rL _1�&bIC43 7 "7 G e-6r7c— /V/ /Cq 7.9t.'s 2. INSTALLER'S NAME : drknddl o6-YC&0&Af�__ PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate 4 bedroom(s)and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) '1(14t Year of House: No.of Bedrooms x Computation = Total Daily Flow 1980 or older x ' 150 gaVbdnn = OP Q61- ,4 1,�� 1980-1991 x 130 gaYbdrm = x 110gaVbdrin = � Garbage Grinder Installed yes_ i no X Spa or Whirlpool histalled yes_ 1 no x 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand M ed, at what depth at what depth municipal < a�in loam 6(;uA �t�et �L 4"feet Steep slope clay *,h e if well;water supply —%slope <2ff�e—r S-andV from any septic-system depth:S/i r absorption is 10D ft. /,b i a I rho to - other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: -3 fO minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leac,h field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: 149 0 0 gallon(min.size 1,000 gal.) Tile Field: each trenchs1--o-ft. Total System Length: 153 IiErft- Seepage Pit(s): number of size of each: ft by — ft. Size of Stone to be used: # depth or thickness feet 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 of T of nsbury Sanitary Sewage Disposal Ordinance. ign 1! re f responsible n Date Towtt of t211cellsbilry Apprit(1ix C ABSORPTION P'tFAA) SI"PA RATION REA11.I1 RE'RI ENrl'S 1-7 STAPM C.A. WE?u_ w ltnrr.'R M1 i� wrt(�u'rae ,. IbuJE G QE ,:Sd'" Ilr:tusE 6 1v9E vi . .I r /•,,.^'" I (Jt itltU:,iillr*11 (�1' DS?'X7RS'ZKl1 MOND 7. SIGNATURE &INFORMATION FOR RESYUN511MM rn"%JL,UJX — •`~ 1 r I Queensbury Building & Code Enforcem=anvp ial 1 Inspection Office No.(518)761-8256 Arrive: part: a m Date Inspection request received: _ Inspector's In' ials- _ ''� NAME: _ RMIT#: LOCATION: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake C — 1 3 inch Plumb Vent through roof minimum 6" `� L Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks, atios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors 4L Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors l main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/'/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept,Inspection Sticker Flood Plain Certification, if required Oka to issue C/C or C/O Temporary/ rmanent L:IPamW\Building&Codesllnst)ection FormslRes. Final Insp. form 2.docLast printed 2/12/04 �x� �I urv� I� sp►�c�ic�►�. Dept. of C©�rLm��r,;ty Development Town. of Qucensbury 742 Bay Road Qsieensbury, N`Y 12804 :Late - PERMIT #: Final Snrvcy Plot Plan A raved TJ►e�nied T`rie attached final surrey has beers reccived by tlie IDcpt_ of Commuriity . Development_ LTpr>ri review the svir-.-4--Y has IMc r3 Craig , Zoning Adrnirxistx ator 1`�Totes: L:1SueHemingwa}�\Bui2ding_Cods_Inspection_FC7R.i'�✓ZS1Fina1 Survey Zoning Ad ministrator_doc Queensbury Building & Code Enforcement - RF#: al Inspection Office No.(51$)761-$256 Arrive: a �, eam Date Inspection request received: _ -_- Inspector's Initials lr NAME:LOCATION: -- G TYPE OF STRUCTURE: �� _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location f Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete - Guard 30 in.or more a�stairs,decks,patios �- Guard at stairwell at 34 in. or more PJ Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum l" �C = � ►IP..] '° �7— Gypsum Grade away from foundation 6 in.with 10 fit. rn Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tern 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazin Interior Smoke DeXctors: / Every level: V / Eery Beiroom: Outside every bedroom a _ �/ Inter Connected: ✓ 1 Battery back u : ✓ Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door 4door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure _ - Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area ' Crawl Spaces 18"x 24"access, 1 s . ft.-ISO s . ft.vents Building No./Address visible from road Final Electrical l� Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Ins ection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\BuiIding&Codes\Inspection Forms\Res.Final Insp.form 2.docLast printed 2/12/04 �^^ sue. :%^-,-•.."�, .�- .a••'=i:.^ r� � y, y-, .�. >2vr .ti ✓=`� -.f2ti''S'+.'�,�''j'''"`^ai��,t�'`'�.•2'•.`'y�F�2 ✓a'r:"+2:'E.'':o+:�.tim:' r.2;-�"crr•�iSe\.rr.::2,. ..:�S,a'�:..e'r•:'.. :E,d; :'0;::2..' .:r,2;,o;'rr•`•b;,io.:.crr,•;l t..o�,•;ti5... :,•g,.'..r'•:;2 sr,2,::7 :++3r1.•`'y�..-l.•. •+•+ ,VSa •+: .;.;a.:•p.;.,.•t.•x. .;;.�....�.,.,.�o.+.i+.•ai'+:yp.,.r::..�+d.•.' r'd:i+• •.4•. rO.,,i•�:.r .'*.t:. 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Its� }It►}t Il��tt �t 1!}t: tt � ,Ity�}t }If Mh 1�11 't t�►t: �1►�z � ;,a. �Il��wMy"F�„ t: =-- 115 8 9 00 _= `�1yti,`�« .a,��•,all ELECTRICAL CERTIFICATE �'1,• ry— may_,.--�dr COMMONWEALTH ELECTRICAL _ INSPECTION SERVICE, INC. 176 DOE RUN ROAD, MANHEIM, PA 17545 �+,,;;,•,+1 w TELEPHONE: (717) 664-2347 May 24 2004 /;;'•?;«; = AP PL. #M 0 4 6 6 9 PREMISES OF JOHN SALVADOR as DWELLING Address • 37 ALEXY LANE, LAKE GEORGE NY '%CFI County of WARREN �� Installed by: AUSTIN BROTHERS CONTRACTING Apparatus : 13-SWITCHES, 28-RECEPTACLES, 12-MEDIUM BASE FIXTURES, 60 AMP SUB PANEL 1-DRYER 2-FANS ' Inspected by: RON MUMBLO _ _ 1 'yir%,--•-. _�-ram e�. (11•a•: ill}.�b � The conditions following governed issuance of this certificate,and any certificate previously issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is ` added;or within one year from the date of the certificate shall void the certificate in its entirely and the ��•�h;y \ company shall not be Liable for any damages whatsoever; �:�_•,v,1!- i,l;;��- This certificate does not guarantee efficiency, wearing qualities,maintenance or repair and the company shall not be liable for any damages resulting from any defect or fault in the plans or spcciftca- rt�I;••f;i'A tions,including repair,reconstruction,personal injury or for the death of any person;and _— v {yo�_'z This certificate only covers visual inspection of wiring and does not cover manufacture or use of wiring. I!:rp%� :Ip�.•==fir --v 1, Inspectors of this Company shall have the privilege of making inspections at any time,and if �—`• +•••• its rules are violated,the Company shall have the right to revoke the certificate. .1f1 o., Y rrMl;' ;,;--.—~,'ill} ,i.lilt H141 ' I11411;;;.�1} l ,,,t,�1} H.,..t,, 1 l ,,r 1�l . � i ,.,, l a!. yy .r, . � .f l x 1 ;,�. } s , -,, >. . ,�:. •;.1, ,,.s .:'1 #,:;r 1„ �,5, 111},�, 111}„•.•,xl#'#IIa �.11ll##P, ,:NII►hk�<< #INN.,.+,.##1/1 a,a}al 41 .,4,NII �, NIN#c,.•,NIIN,�m,11 I41•;s�"H{}#Itw „IINI„_, IN11#.,i t#,}IN:'>;N}#in` •.., /e�:,rr.1+#e►}N� ;�}�tt.,. 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'�.y-'�.y,�-. Rough Plumbing / Insiflation Inspection Wepoil Office No. (518)761-8256 Date Inspection re 5,�_�_ ceived:-=,,,,, Queensbury Building&Code Enforcement Arrive: M m D t: a 742 Bay Road,Queensbuiy,NY 12804 Inspector's Ini IN s, NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: art: n Inspector's 1nit1Za1`s, '_j Y N N/A PVC: R-1,R-2,R-3,R-4.Drain Vents 7f k2 Cast Iron, Copper Drain/Vent Comm. Plumbing pnt/Vents in Place , Rogh Plumbing/Nail Plates > Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COTNEWENTS: �L:\SueHemingway'�3uilding.Codes.fnspection,FORMS\Rough Plumbing Insulation Report.doc January 28,2003 `�Oe-N \I -'3 qL-1- Rough Plumbin / Insulation Ins ection Re t/ Office No. (518)761-8256 Date Inspection reques ceived- Queensbury Building&Code Enforcement Arrive: De, 1� 742 Bay Road, Queensbury,NY 12804 Inspector's Initla s• -` rt OA ��__ PERMIT#: NAME: `�i�, �� LOCATION: INSPECT ON: 1 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain l Vents Cast Iro ,Copper Drain/Vent/Comm. Plu ing Vent/Vents in Place ough Plumbing/Nail Plates Head or Air Supply Test of Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Capper Commercial Copper,CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 29,2003 Rough Plumbing1 InsulAtion Inspect on Report Office No. (518)761-8256 Date Inspection request reF 0 Queensbury Building& Code Enforcement Arrive: art p 742 Bay Road, Queensbury,NY 12804 Inspector's Initial . NAME: ::a"Idna4l- PERMIT #: 6P00.1 - LOCATION: INSPECT ONc:-&,ji, 1,;Ih#fo-� 32 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. � Plumb!ng Vent/Vents in Place Oougfi Plum—b-1'Dnbtj!!Ea Plates� I % inch min.Dr"dwS-iz-e— Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout eve ry 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family LkWnsula t oResidential Check/ Commercial Check T — - V/ �Y-6�er Venthttic Vent --Du:--c�/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L-\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Plumbin! Insl a8in Inspection Report u Date 1��C)' Office No. (518)761-8256 Date ,nspection request "c v art.P t C Queensbury Building&Code Enforcement Arrive: PM art: 742 Bay Road, Queensbury,NY 12804 Inspector's Initl s: NAME: 0 PERMIT #: -L LOCATION: 2q -cx INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain I Vent/Comm. \4)?Iumbing Vent/Vents in Place ough Plumb' 11- a[cs � -- 2 I % inch min.Drawn Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout eve!y 100 feet/change of direction Water,Supply Piping oper Commercial 00 er,CPVC,Pex One and Two-Family � tj nsulation/Residential Checkf .-C-ommercial Check V/ -z-f3 V> -Proper VenF,2=c-Ve-nT— Duct/Hot Water Piping Insulation tJ If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly No duct tape COMMENTS: 3> L-.\SucHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 Septic Inspection Report Office No. (518)761-8256 *Date Inspection request received: am/pm Building&Code Enforcement Arrive: -am/pI epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: PERMIT NO.: NAME:LOCATION: INSPECT ON: RECHECK: Comments,and/or diagram Soil Type: Sand Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. 40 Absorption Field: Total lengbh Cie `7- Ungth.of each trench Depth of trenches ft. 03 Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as per Plat Plan �' N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use%atus: V/ Approved Building&Code§Office Partial Approved and needs to be re-inspected,please call the Disapproved L:\SueHemingway\Building-Codes.Inspection.FORMS\Septic Inspection Report.doe January 28,2003 Town of Qiueensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518)761-8205 Fax (518) 745-4437 lT 1 011 Fire Marshal's Inspection Report Request A SCHEDULE Received*. Permit# INSPECTI"O'N ON. Name: F�sa� J rAI )n AM PM ANYTIME Location: (APPROWn Tk11% YES NO COMMENTS EXITS AISLE WIDTHS CZL�ff�14 EXIT SIGNS-NORMAL 3 C(2 S�,)�t? - BATTERY ocz:55LIL,0� EMERGENCY LIGHTING FIRE EKTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY Sl-Glq CHIMNEY MASONRY ROUGH IN FINAL CHIMNEY FACTORY BUILT RL�'NJ<,,H IN .............. RNAL WOOD STOVE ROUGH IN FINAL VENTED GAS APPLIANCE -ROUGH IN V FINAL FIREPLACE MASONRY ROUGH IN OK THIS D FOR CO NOT OK FINAL --:t FIREPLACE A-e� FACTORY BUILT ROUM,I IN INSPECTS �r FINAL comi)*:-fV/CHraSitWORDJLETTERS20011FIREMAR LINSPECTIONREPORT11002 01 WHITE-BUILDING DEPARTMENT COPY YE W-OCCUPANT COPY ST/q,Nf)ARD FT Rn- IM I A s IVD U,.,, plxcf- pr r t v-S . .... R RE BLOCKAri TD p Ryq EXTERIOR PRRM ) NCA ON FF a x.6 WA L L lF Uff F— P-�R,NEL 2X41 c C)N S.-r R,V. C11 0.N A V:L C�o V- A S dt- -T-RCr,-ED ?N e xlq 3 AT Wo I ON lIV74&1701' 60ae(S OF Ll LIP 1 4 Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 "7 Fax(518)745-4437 Fire Marshal's Inspection Report - Request SCHEDULE Received: Permit# rINSPECTION-ON: 1011y 0:?, f It Name: V 4:22!fs 161 c-/,r PM ANYTIMEit N Location: APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN z /FINAL CHIMNEY \/R FACTORY BUILT OUGH IN FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGHIN FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE OK FOR CO FINAL FIREPLACE ' FACTORY BUILT ROUGH IN IN PE ED BY FINAL COMDEV/CHRISJNVORD/LETTERS200I/FIREMARSHALINSPECTIONREPORT1 1022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone(518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: -Permit# 7_002--aaU INSPECTION ON: Name: �a DOM- PM AN]YTIME Location: PLX APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK Z TH OAS OK FOR CO( SOT OK FIREPLACE FINAL FACTORY BUILT ROUGH IN INSPECTED BY FINAL coMDEV/CHRISJAAfORD/LETTERS20OI/FIREMAP.SHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit## :j=7_-,g3Co INSPECTION ON: Name: ra .A � � .lF .:� i 1c" AIUt �PANYTIME Location: �6 1 APPROVED N lA YES NO COMMENTS EXITS AISLE WIDTHS G� EXIT SIGNS—NORMAL - BATTERY ` ` EMERGENCY LIGHTING FIRE.EXTINGUISHERS ,;� `) FIRE ALARM SYSTEM ` L t) C—A- •ovJ FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS _ CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN - MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN 121ua 1 ' FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK: THIS D K FOR CO WOT� FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPECTED BY FINAL COMDEVICI•IRISJIWORDILETTERS20C1'IOREMARSHALINSIPECTIONREPOR 11022001 YELLOW—OCCUPANT COPY WHITE—BUILDING DEPARTMENT COPY Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: / f�/- -_ Queensbury Building&Code Enforcement Arrive: ky(j am/pm Depart:_am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: r�* NAME: vs,"CL PERMIT#: LOCATION: eq je-v-:)j INSPECT ON: TYPE OF STRUCTURE: *17 N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron, Copper -Drain/Vent Comm. Plumbing Vent 1 Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One &Two Family C6 -be Insulation/Residential Check/Commercial Check I 0 -,, -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L-\Suellemingway\Building.Code-s.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 � � 3 `rt�r � cn� `�rvv �laa �cncn � tnvr � �� � v r z " 0 0 ro 0 0 Cab -�, � �rt �, m .,, ro ro D� ��'� ro C9 !� 0 a �l � CL0 n:3 *d00i'" MU) :3A, 10NmNT� OU! "�`hln M (i n � U1 �s < a. 0 *1 > "h 0) >:3 C+ rcv H Z (D O C� m c r ro c� ro m xro � aa .Amm, a) m0 � o '� proc pa t I .ba 0 r+ 'o N m"h0 0 f y to 0 0 � `� 0 M �+ 0 m �o 0 (D :1 0 u Z � :3 V)0 �� ro Ncc+ rt � �� C � � ro rt 0 rf C+ Ia) 0 of 0'0 >—' , x .. ro c� is t (D CL ctc�PJ � 0 fiz ro �+ of o t r� QNna J� n .i, m 0ro710 a ;o ro 0 c+ C+ rh Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: an-/ epart-: ' Z am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: -S3 LOCATION- INSPECT ON: �S TYPE OF TRUCTtgE: Y N N/A COMMENTS Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour.- -firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade k5 11� I-ASuelierningway\13 u i Id ing.Codes.Inspection.FORM STrarni n-Firestopping Inspection Report.doc January 28,2003 Rough, Plumbing / Insulation Inspection Report -l D ; Office No. (518)761-8256 Date Inspection request reqp7d: - rt. am/ n.I Queensbury Building&Code Enforcement Arrive: M/ Vey a 742 Bay Road, Queensbury,NY 12804 Inspector's lniti:z'�./" NAME: PERMIT #: LOCATION: 3 :2 INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. /Plumbing Vent/Vents in Place tA P, Rau g Plumbing/Nail Plates I % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Coo er Commercial --I/) per, CPVC,Pex One and Two-Family -fn-sulation/Residential Check Commercial Check VK—Lv�"\ Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly No duct tape \� U---) U j COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing /Firestopping Inspection Report C� l(� Office No. (518)761-8256 Date Inspection re ei c r st Queensbury Building&Code Enforcement Arrive: a pm m D 67� p -41 742 Bay Road, Queensbury,NY 12804 Inspector's-EiTtia s: NAME: CSC PERMIT#: LOCATION: cr INSPECT ON: TYPE OF STRUCTURE: Y N/A COMMENTS F'raming Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft, or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall.2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7.sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framin&Firestopping Inspection Report.doc January 28,2003 TOWN OF QUEEKSBURY - BUILDING- &.--CODE ENFORCEMENT" 7422' Bay R"aa SEPTIC DISPOSAU SYSTEM INSPECTION N am e- Loca ,tion Date 2�p e r-m 1 -t SOIL TYPE: Sand- Loam-Cl Rosul is of Pow-cola-tion _r6ei_s_�-t_ ( 1 -f applicable ) Rate-M1nu-te_/1nc9/_1\' TYPE OF SYS-rEM= ABSORP- `IOn FXEt_D: Total Lengtf Length of each trench Depth of* -tr-enchos Size o-F s-tone SEEPAGE PI-TS : Number— Size - -F-t _Ft_ St-one size PIPING: S i Xe_ Typ k-- Bldg - to Tank C_ 4. -5;�- �Ko Tank- to Dist _ Box Dist. - Box to Field,/P --- Openigs Sealed - No P a r--t i al -Un -il L_OCA ION/SEPARA_ry:�; Founda-tion to Tank 'f If on> -F e--t Founda -tion to Absorption -Feet , Se.pa,ra *tlon oF P 1 1; Feet s - e-t ' Con-Forms as per PI 0 Plan _ !s No L OCA-VION OF SYS-rEM ON PROPER ( cl rc Fr-on t f Rea - Lef�-t Side - Righ-t Side Middle 46Zn;t - M-f)i:fd-1e_ Reav- COP4MEN-r-S SYSTEM USE APPROVED 6YE-S No D ep a irf--ti-d B u i 7 d-1-ii-o—I n--,.p c-- SPECIFICATIONS: EXISTING GRADE "EQUALIZER 36" INFILTRATOR ® CHAMBER LATERAL (TYP.) 26' 4" (NYSDOH BASAL AREA LIMIT) FINISHED GRADE 6'-6" TYP. 5 — 10 MINUTE/INCH PERCOLATION RATE FILL MATERIAL 4" 6" TOPSOIL \ — SEED AND MULCH r y 1 PER SPECIFICATIONS 3 MIN. NN 1 — — _ - -/— A_ — — 3 MIN. \ \ 1"�`\' \,1' MIN.' \/ / �/ \ ,1� \—�\ '�� V / / / / /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\"\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\ \\ \\ \\ \\ \\ \ \ \ \\//\//\//\//\//\\/\�\//\///\///\/// ///\i2'�/// /// ///\/// /// /// /// ///\/// /// ///\/// /// //,>// /// /// /// //\//\ - - - - - - - - - - - -'\�\\ \\ \\j\\/`N\\j\\j\j\\j/\\j,\\i\\\i\\\i\\\i\\i\\\j�\\j/\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j/\\j�\j�\j�\j�\j�\ PERMANENT MARKER OVER COVER WATERTIGHT SEALED CONCRETE PLUG WATERTIGHT JOINT (TYP.) \ \\\ \\\ SEASONAL HIGH GROUND WATER I— 24,> 12" MIN. v 24" MIN. BUILDING SEWER T a d T d d d 3" I N LET #: r-- a I --� NATIVE BACKFILL — I THOROUGHLY COMPACTED 15' I=18" Dl EFFLUENT FI LTE d 6' TY . a � 1 0 L d a a d 1 7>r AAII\I CRUSHED STONE FOUNDATION ATOP FIRM NATIVE MATERIAL SEPTIC TANK SCALE: N.T.S. LEACHING SYSTEM SECTION SCALE: N.T.S. WATERTIGHT MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER UTLET FINISHED GRADE PRECAST CONCRETE RISER AS REQUIRED EFFLUENT LINE FORT MILLER PRECAST SEPTIC TANK OR EQUIVALENT \ PROVIDE EXTENDED BASE FOR ANTI —FLOTATION PURPOSES OR EQUIVALENT, IF NECESSARY, SEE NOTES TREATED LUMBER MARKER ABOVE ALL BURIED COVERS; SET 1 /2" ABOVE GRADE REMOVABLE COVER PROVIDE ADJUSTABLE LEVELING INLET — DEVICE ON EACH OUTLET 4" GRAVITY DISTRIBUTION LATERAL r-0 0.5% MIN. SLOPE e e ' 12" MIN. OF CLEAN SAND 2" MIN. ­�—OR PEA GRAVEL FOUNDATION OUTLETS — 4" KNOCKOUTS DISTRIBUTION BOX SCALE: N.T.S. FORT MILLER DISTRIBUTION BOX OR EQUIVALENT 4" OUTLET TEE MODEL A1801-4x22 RESIDENTIAL "ZABEL" FILTER OR EQUIVALENT- — NON —SHRINK GROUT TO PUMP STATION t,d. 18>,MIN. 4" PVC PIPE 1 NOTE: IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER MODEL A1807-4x22 FOR MODEL A1801-4x22. SEPTIC TANK EFFLUENT FILTER SCALE: N.T.S. 4" PVC EQUALIZATION PIPING END PLATE WITH STANDARD END "EQUALIZER 36" CHAMBERS 4" PVC DISTRIBUTOR — FROM DISTRIBUTION BOX END INLET EEND PLATE WITH STANDARD INVERT 'EQUALIZER 36" INFILTRATOR CHAMBER SCALE: N.T.S. PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS) P-3) PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. TANKS/STRUCTURES: T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT 'TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON —SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. LEACHING SYSTEM: L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. L-2) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. L-2) INSTALL INFILTRATOR UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS. IN CASES WHERE FILL IS PLACED ATOP NATIVE SOIL SUBJECT TO SMEARING (SILT AND CLAY), NO HEAVY EQUIPMENT ALLOWED ON BASAL AREA, AT ANY TIME. PREP BASAL AREA BY BURNING VEGETATION OFF, OR BY VEGETATION TO WITHIN j " OF GROUND SURFACE PRIOR TO PLACEMENT OF FILL. IN CASES WHERE FILL IS REQUIRED ATOP NON —SMEARING SOIL (SAND & GRAVEL), EXISTING VEGETATION SHALL BE CUT AND TOPSOIL REMOVED AND STOCKPILED FOR REUSE ON SYSTEM. L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. L-5) FILL MATERIAL FOR LEACH FIELD/BED SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND) FREE OF CLAY, ORGANIC MATERIAL AND NON —SOIL COMPONENTS (DEBRIS, ETC.). MATERIAL SHALL MEET PERCOLATION RATE(S) INDICATED ON DRAWING. PERCOLATION RATE(S) TO BE VERIFIED BY CONTRACTOR IN BORROW PIT PRIOR TO EXCAVATION, AND IN PLACE IN LEACH FIELD/BED FOLLOWING COMPACTION. SUBMIT WRITTEN RESULTS TO OWNER AND/OR ENGINEER. - L-6) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. L-7) NEW LEACHING SYSTEMS ARE NOT DESIGNED TO HANDLE SWIMMING POOL BACKWASH WATER. BACKWASH WATER TO BE DIRECTED AWAY FROM NEW SYSTEMS AND DISPOSED OF AT DIRECTION OF OWNER. EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA—NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. EARTHWORK & TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED Y OWNER. 9/09/02 © REVISED SYSTEM LAYOUT DUE TO ENCROACHMENT I RUH 7/15/02 ® REVISED PER TOWN OF QUEENSBURY AND OWNER COMMENTS HTJ DATE REV # I ISSUED / REVISIONS I BY ;° DETAILS DI WASTEWATER DISPOSAL SYSTEM Z W ALEXY SUBDIVISION -LOT #fi (SALVADOR). \ep �o. 57 �t� � QUEENSBUURRY, NEW YORK JAmn - MARTIN ENGINEERS, PLLC H. PROFESSIONAL ENGINEERING 509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 HT o 2M GLENS FALLS, N.Y. FAX: (518) 798-1 WA 01LYOOPId0F7MDFV0 3V MA au,EWALWA LMOONeloeNDTIRIM MAY 2002 02-011 SHEET: 2 OF 2 AW V/Y.D AL7BNMOMIN DOCIUMMMMK F:\2011050302 Salvador WW n BY A UCENM E �>r W UNL/WYFIL Dmt •d g PLOTTED / REVISED: 9IOWM 10:00 AM GENERAL NOTES: A 0 N 0 A m Q0 r �1 LOCATION PLAN SCALE: N.T.S. APPROXNATE 150'-0" j ' ENCROACHMENT OF TENNIS COURT FROM DUNHAM'S BAY LODGE. (PERMITTED ENCROACHMENT PER OWNER) i J 10'-0„ 26'-41p ® 4" PVC EQUALIZATION PIPING 4 t - D1 ti 10'-0" / -t: - _• ;Y ~ �3'=fly,', ~'`.� r -> 100' MIN. (TYP.) 4't PROPOSED WELL EE DESIGN INFORMATION) "` -`6 ' •6 `- DECK SURFACE �' •� -;,� %� �: ` YJ PORCH - - PROPOSED DRAINAGES >c 1 2 BEDROOM SWALE '' RESIDENCE -� „_ F: �,; ^^3�' PROPERTY LINE ; 0 FILL LIMIT NYSDOH 47'-2" BASAL AREA -;X� r r - - �;• c. 100'-0" "EQUALIZER 36" GARAGE r� ^ - • >; INFILTRATOR CHAMBER- 1 LATERALS (TYP.)- ®150'f� DRIVEWAY 4" BUILDING SEWER INSTALL AT 2% MIN. SLOPE (EXACT LOCATION UNKNOWN)- 10' - MIN. 1000 GAL. SEPTIC TANK (ADJUST LOCATION AS NEEDE 1 TO MATCH BUILDING SEWER) D1 " EFFLUENT LINE INSTALL AT- 1 % MIN. SLOPE 100' (MIN.) 10' MIN. TYP.® 50' MIN. (TYP.) `() A) NEIGHBORS PROPERTY IISITE PLAN SCALE: SEE GRAPHICAL SCALE GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) SCALE: 1" = 10' • 10' (MIN.) i 40 EXTEND FILL AS REQUIRED TO COVER PIPE APPROXIMATE LOCATION OF NEIGHBOR'S WASTE— WATER LEACHING SYSTEM LEGEND: EXISTING / BY OTHERS: (existing features denoted by lower case lettering) NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: TEST HOLE: PERCOLATION TEST: DETAIL # DETAIL REFERENCE TAG: 2 T1 SEE DRAWING #FOR DETAIL SECTION CUT DIRECTION SECTION REFERENCE TAG: SECTION LETTER T1 SEE DRAWING # FOR SECTION G-1) PLAN BASED ON SITE MAP PROVIDED BY NORTHERN DESIGN & BUILDING ASSOCIATES, LTD., INFORMATION PROVIDED BY OWNER AND LIMITED FIELD MEASUREMENTS. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; - CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. SUBSURFACE INVESTIGATION: TEST PIT # 1 TOPSOIL / DUFF REMOVED PREVIOUSLY 0 — 22" MEDIUM BROWN FINE SILTY SAND LARGE FRACTURED ROCK COBBLES THROUGH OUT 22 — 40 GRAY BROWN COBBLES (COBBLES THROUGH OUT) 40" BOTTOM OF HOLE 38" STANDING WATER IN HOLE 24" MOTTLING NOTED; NOT CONTINUOUS, MOTTLED ONLY IMMEDIATELY AROUND COBBLES PERCOLATION TEST # 1 TEST DEPTH: 14" SOIL: MEDIUM BROWN FINE SANDY SILT STABILIZED PERCOLATION RATE OF 3 MINUTE 20 SECONDS. DESIGN INFORMATION: DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY POTABLE WATER SUPPLY NEW POTABLE WATER SUPPLY WELLS TO HAVE MIN. 50' OF FULLY GROUTED CASING AND BE LOCATED 100 FT. MIN. FROM PROPOSED WASTEWATER LEACHING SYSTEM. NO KNOWN EXISTING OR PROPOSED POTABLE WATER SUPPLIES LOCATED WITHIN 100 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM. DESIGN FLOW 2 BEDROOMS x 110 GPD/BEDROOM = 220 GPD (WATER SAVER FIXTURES REQUIRED THROUGHOUT RESIDENCE) SEPTIC TANK 1000 GALLON (MIN.) CAPACITY REQUIRED PROVIDE 1000 GALLON SEPTIC TANK SEPTIC TANK EFFLUENT FILTER PROVIDE (1) MODEL A1801-4x22, "ZABEL" RESIDENTIAL FILTER. LEACHING SYSTEM (RAISED FIELD) 220 GPD _ 0.9 GPD/SQ. FT. = 244.4 SQ. FT. REQ'D (5 — 10 MINUTE/INCH PERCOLATION RATE FILL MATERIAL) 244.4 SO. FT. _ 2' WIDE TRENCH = 122.2' MINIMUM OF TRENCH REQUIRED. PROVIDE (4) "EQUALIZER 36" INFILTRATOR CHAMBER LATERALS — 33.72 FT. LONG (MIN.) "EQUALIZER 36" LATERALS TO BE (4) UNITS LONG EACH ® ACTUAL SYSTEM TO BE PROVIDED (4) "EQUALIZER 36" INFILTRATOR CHAMBER LATERALS (2) LATERALS TO BE 42.15' LONG (5 UNITS) (2) LATERALS TO BE 33.72' LONG (4 UNITS) TOTAL AMOUNT OF TRENCH PROVIDED — 151.74' BASAL AREA (NYSDOH) 220 _ 0.2 GPD/SQ. FT. = 1100 SQ. FT. REQ'D 55.58' x 20' = 1111.6 SQ. FT. TO BE PROVIDED EFFLUENT DISTRIBUTION GRAVITY DOSING/ DISTRIBUTION VIA DISTRIBUTION BOX FROM SEPTIC TANK. OO PER NEIGHBOR'S CONVERSATION WITH OWNER. o cl 9/091102 OG REVISED SYSTEM LAYOUT DUE TO ENCROACHMENT RUH 7/15102 ® REVISED PER TOWN OF QUEENSBURY AND OWNER COMMENTS HTJ 5/6/02 AA SUBMITTED FOR PERMIT TO CONSTRUCT HTJ DATE REV # ISSUED / REVISIONS BY SITE PLAN I C1 WASTEWATER DISPOSAL SYSTEM ALEXY SUBDIVISION - LOT #6 (SALVADOR) ' ALEXY ROAD ,. _AA ,�+� QUEENSBURY, NEW YORK jy!TW JARRM - MARTIN ENGINEERS, PLLC ETT PROFESSIONAL ENGINEERING P. #57 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIG o 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 0NLYC0i990F1FWWAWAWTHA BLUE aWWAL-WCONSVERED7RX MAY 2002 02-011 SHEET: 1 OF 2 AWVAM ALTW70CF7M 000UM tEODEPr F:�2011050302 Salvador WW n W A ucE W ercaw� a ur�ax. Desi0 •dwg PLOTTED / REVISED: 9/09/02 10:00 AM v ro v � +) Q v vz - o 0 u 4J H � a� v to -P v M0VN ) C "U Ga I ro 0 � 1 C rtS a 4J v "r 0. O w i4J t O �" a ro +� ° v x a c� a 4J N � /0� o W J - IDy I I S. VI x w, M C W 4J ro w or- it �; v W .c U `a . H a. s. V) Iraa* v mv I I w 0� n ro � a 0 04. av) 0Z i r H . v c c� +j41 Q Q a hH M �,1 roan v P +) ro V1 +) NW �W v ro C Q s� d 0' p W 4- U� +' �' M v I-' "� oU) cccroOcv0 m W I)R W a "r V) �. U) N Q x \ Q Q Q 0 ce S. �� W H u r- M Q 4- "r a a Vl " -r, , tU i 0 M a 0 all. 04.LJ +10ch rn � +1 `� ' "r I " +a aO L .0 00 I "I 4J C FBI (a. (S 0 �M rw ro (IM +y.0 ' V `0 U4Jr-W � W > � W0m4Jv4vs`Nrn.a4 +Jcr� S~ 0�ccro. � � cro E U -P H VI4-IL0CaNWNQa. VCV1v(,> > > aa:. 0 0 -0 r aJ� �. ro ro a ro 0 or- r- w -PHr• roora0000000S. rah �„ � C Office Use GENERAL IToTSPECTION REPORT Inspector: Town of Queensbury Ready at time: '( .Dept. of Community.Development Request received: � � �� Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: .DEPAR �'I6 rim/pm Notes: (518) 761-8256 Inspector's InitialA'Z NAME: PERMIT# 0 Z LOCATION: INSPECT ON(date): Zd 02- TYPE OF STRUCTURE:_ --{ - RECHECK N/A YE XNO COMMENTS Pootings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place _ Foundation/Dampproofmg 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 1 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:1SueHemingway\Building.Codes.Inspection.FORMSIGENERAI;INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbu7-y Ready at time: Dept of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE-amlpm: DEPART T rm�pnl Notes: (518) 761-8256 Inspector's Initials NAME: �C tvcLd PERMIT# 7 /U LOCATION: . .32 INSPECT ON(date): 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/Wallpou 71- Reinforcement in Place Foundation/Dampproofmg- Backfill Approval VV 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\Biiilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received. Meet: Building& Code Enforcement At time: 742 Bay Road -3am m Queensbury, NY 12804 ARRIVE amA�m: DEPAR /pNotes: (518) 761-8256 Inspector's Initials, NAME: PERMIT# LOCATION t INSPECT ON(date): P) TYPE OF STRUCTURE D 1::::(Z> /REQ ECK N/A YES XO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place t/ The contractor is responsible for providing protection from freezing for 48 hours following the placement, of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofmg_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Roug 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/Bridgig- Joist Hangers Jack Posts ainBeain Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firesto i pping- L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORTAOC SPECIFICATIONS: EXISTING GRADE "EQUALIZER 36" INFILTRATOR Z& CHAMBER LATERAL (TYP.) ZE 26' 4" (NYSDOH BASAL AREA LIMIT) FINISHED GRADE 6'-6" TYP. I 1 — 5 MINUTE/INCH PERCOLATION RATE Z FILL MATERIAL 4"-6" TOPSOIL; ! - - SEED AND MULCH PER SPECIFICATIONS 3 MIN.- 1 " — —/�'' _ i ,\ _ —�, 3 MIN PERMANENT MARKER OVER COVER WATERTIGHT SEALED CONCRETE PLUG 12" MIN. BUILDING SEWER T C INLET a NATIVE BACKFILL THOROUGHLY COMPACTED CRUSHED STONE FOUNDATION ATOP FIRM NATIVE MATERIAL i / MIN. — / / / /i/ / t \ \\\\\\ ��\\\ \\\ \\\ \\\ j\\ \\\ \\\ \ j\\\Z j\\\%\\ i\\ j\ �i\\\\\\/�\\ \\ \\\ \\\ \\\\\\\ \\ �\ \�\ \\ \\ \\ \\ \\ \\ \\ \\ \ / /� // // // // // / / / / / / / X/ / / / \/ �\ /\ \/\/\,/ ��/ \/\/\/\/\/ /\ /\� /\ /\ \ �\ /\//j/\/\/\/\,/\,/j/\/\/\/\/\/\/\/\/\/\/\ j\ SEASONAL HIGH GROUND WATER LEACHING SYSTEM SECTION SCALE: N.T.S. WATERTIGHT JOINT (TYP.) WATERTIGHT MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER Ir~24" FINISHED GRADE 24" MIN. 3" —� OUTLET 15" — 18,> EFFLUENT FI LTE D1 a 6' TYP. a � L Q a Q a a 12" MIN. \\ SEPTIC TANK SCALE: N.T.S. OUTLETS — 4" KNOCKOUTS DISTRIBUTION BOX SCALE: N.T.S. TREATED LUMBER MARKER ABOVE ALL BURIED COVERS; SET 1 /2" ABOVE GRADE -6" (MIN.) PRECAST CONCRETE RISER AS REQUIRED EFFLUENT LINE FORT MILLER PRECAST SEPTIC TANK OR EQUIVALENT PROVIDE EXTENDED BASE FOR ANTI —FLOTATION PURPOSES OR EQUIVALENT, IF NECESSARY, SEE NOTES REMOVABLE COVER \DJUSTABLE LEVELING ,I EACH OUTLET GRAVITY DISTRIBUTION LATERAL 0.5% MIN. SLOPE J. OF CLEAN SAND GRAVEL FOUNDATION FORT MILLER DISTRIBUTION BOX OR EQUIVALENT 4" OUTLET TEE MODEL A1801-4x22 RESIDENTIAL "ZABEL" FILTER OR EQUIVALENT NON —SHRINK GROUT TO PUMP _ STATION 18" 18,> l a MIN. \4" PVC PIPE L a 1 NOTE: IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER MODEL A1807-4x22 FOR MODEL A1801-4x22. SEPTIC TANK EFFLUENT FILTER SCALE: N.T.S. 4" PVC EQUALIZATION PIPING "EQUALIZER 36" CHAMBERS 4" PVC DISTRIBUTOR — FROM DISTRIBUTION BOX END PLATE WITH END END OUTLET) \ INLET END PLATE WITH STANDARD END STANDARD INVERT "EQUALIZER 36" INFILTRATOR CHAMBER SCALE: N.T.S. PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS) P-3) PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. TANKS/STRUCTURES: T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON —SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. LEACHING SYSTEM: L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. L-2) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. L-2) INSTALL INFILTRATOR UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS. IN CASES WHERE FILL IS PLACED ATOP NATIVE SOIL SUBJECT TO SMEARING (SILT AND CLAY), NO HEAVY EQUIPMENT ALLOWED ON BASAL AREA, AT ANY TIME. PREP BASAL AREA BY BURNING VEGETATION OFF, OR BY VEGETATION TO WITHIN j " OF GROUND SURFACE PRIOR TO PLACEMENT OF FILL. IN CASES WHERE FILL IS REQUIRED ATOP NON —SMEARING SOIL (SAND & GRAVEL), EXISTING VEGETATION SHALL BE CUT AND TOPSOIL REMOVED AND STOCKPILED FOR REUSE ON SYSTEM. L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. L-5) FILL MATERIAL FOR LEACH FIELD/BED SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND) FREE OF CLAY, ORGANIC MATERIAL AND NON —SOIL COMPONENTS (DEBRIS, ETC.). MATERIAL SHALL MEET PERCOLATION RATE(S) INDICATED ON DRAWING. PERCOLATION RATE(S) TO BE VERIFIED BY CONTRACTOR IN BORROW PIT PRIOR TO EXCAVATION, AND IN PLACE IN LEACH FIELD/BED FOLLOWING COMPACTION. SUBMIT WRITTEN RESULTS TO OWNER AND/OR ENGINEER. L-6) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. L-7) NEW LEACHING SYSTEMS ARE NOT DESIGNED TO HANDLE SWIMMING POOL BACKWASH WATER. BACKWASH WATER TO BE DIRECTED AWAY FROM NEW SYSTEMS AND DISPOSED OF AT DIRECTION OF OWNER. EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA—NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. EARTHWORK & TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY OWNER. 10/22/03 Zj�, REVISED DESIGN FOR 3 BEDROOM RESIDENCE RUH 9/09/02 © REVISED SYSTEM LAYOUT DUE TO ENCROACHMENT RUH 7/15/02 © REVISED PER TOWN OF QUEENSBURY AND OWNER COMMENTS HTJ DATE REV # ISSUED / REVISIONS BY DRAWING: NEW oR DETAILS D1 y � . WASTEWATER DISPOSAL SYSTEM .. ALEXY SUBDIVISION - LOT #6 (SALVADOR) _ ALEXY ROAD Z � QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS, PLLC H. T OMAS JARRETT PROFESSIONAL ENGINEERING H. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT ©2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING VY11H A BLUE SEAL SHALL BE CONSIDERED TRUE MAY 2002 02-011 SHEET: 2 OF 2 AND VAUD ALTERATION OF THISENGINEER EER IS UNLAWFUL FA2011050302 Salvador WW Desi n,dw PLOTTED / REVISED:10/22/03 5:00 PM BY A LICENSED ENGINEER IS UNLAWFUL g g 150-0" APPROXIMATE i ;HMENT OF TENNIS COURT JNHAM'S BAY LODGE. -ED ENCROACHMENT PER OWNER) 10'-0" 4" 4�- PVC EQUALIZATION PIPING - D1 . _" • 101 / - -, ", \ 100' MIN. TYP. (TYP.) „- _ ;' ,�. , - �,' , t - r '+ -. ' \ 4 PROPOSED WELL — EE DESIGN INFORMATION) = '' ,6'_6 DECK 71 - -, - SURFACE y PORCH PROPOSED DRAINAGE x t 2 BEDROOM SWALE � PROPERTY LINE RESIDENCE O FILL LIMIT • ,` 14 6"f o BASAL AREA 100'-0' „EQUALIZER 36' GARAGE INFILTRATOR CHAMBER LATERALS (TYP.) 150 DRIVEWAYSEWER; 4' BUILDING SEWER - s' --©X INSTALL AT 2% MIN. SLOPE (EXACT LOCATION UNKNOWN) MIN. 1000 GAL. SEPTIC TANK (ADJUST LOCATION AS NEEDE 1 TO MATCH BUILDING SEWER) D1 4" EFFLUENT LINE J INSTALL AT 1 % MIN. SLOPE 100' (MIN.) 10' MIN. TYP.� 50' MIN. 1 (TYP.) 1 NEIGHBORS PROPERTY ISITE PLAN SCALE: SEE GRAPHICAL SCALE 10 ===l LOCATION PLAN SCALE: N.T.S. GRAPHIC SCALE 0 5 10 20 ( IN FEET ) SCALE: 1" = 10' • 10' (MIN.) i .m EXTEND FILL AS REQUIRED TO COVER PIPE APPROXIMATE LOCATION OF NEIGHBOR'S WASTE— WATER LEACHING SYSTEM LEGEND: EXISTING / BY OTHERS: (existing features denoted by lower case lettering) NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: TEST HOLE: PERCOLATION TEST: 4 DETAIL # DETAIL REFERENCE TAG: 2 T1 SEE DRAWING # FOR DETAIL SECTION CUT DIRECTION SECTION REFERENCE TAG: SECTION LETTER DT 1 SEE DRAWING # FOR SECTION GENERAL NOTES: G-1) PLAN BASED ON SITE MAP PROVIDED BY NORTHERN DESIGN & BUILDING ASSOCIATES, LTD., INFORMATION PROVIDED BY OWNER AND LIMITED FIELD MEASUREMENTS. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. SUBSURFACE INVESTIGATION: TEST PIT #1 TOPSOIL / DUFF REMOVED PREVIOUSLY 0 — 22" MEDIUM BROWN FINE SILTY SAND LARGE FRACTURED ROCK COBBLES THROUGH OUT 22" — 40" GRAY BROWN COBBLES (COBBLES THROUGH OUT) 40" BOTTOM OF HOLE 38" STANDING WATER IN HOLE 24" MOTTLING NOTED; NOT CONTINUOUS, MOTTLED ONLY IMMEDIATELY AROUND COBBLES PERCOLATION TEST #1 TEST DEPTH: 14" SOIL: MEDIUM BROWN FINE SANDY SILT STABILIZED PERCOLATION RATE OF 3 MINUTE 20 SECONDS. PERCOLATION TEST #10 (FILL MATERIAL — PERFORMED 10/09/03) TEST DEPTH: 17" SOIL: MEDIUM BROWN FINE SAND — FILL MATERIAL IN WHICH WW SYSTEM HAS BEEN CONSTRUCTED STABILIZED PERCOLATION RATE OF 2 MINUTES 18 SECONDS. PERCOLATION TEST #11 (FILL MATERIAL — PERFORMED 10/09/03) TEST DEPTH: 16" SOIL: MEDIUM BROWN FINE SAND — FILL MATERIAL IN WHICH WW SYSTEM HAS BEEN CONSTRUCTED STABILIZED PERCOLATION RATE OF 1 MINUTE 01 SECONDS. DESIGN INFORMATION: DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY POTABLE WATER SUPPLY NEW POTABLE WATER SUPPLY WELLS TO HAVE MIN. 50' OF FULLY GROUTED CASING AND BE LOCATED 100 FT. MIN. FROM PROPOSED WASTEWATER LEACHING SYSTEM. NO KNOWN EXISTING OR PROPOSED POTABLE WATER SUPPLIES LOCATED WITHIN 100 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM. DESIGN FLOW 3 BEDROOMS x 110 GPD/BEDROOM = 33D GPD (WATER SAVER FIXTURES REQUIRED THROUGHOUT RESIDENCE) SEPTIC TANK TO, 1000 GALLON (MIN.) CAPACITY REQUIREDG z PROVIDE 1000 GALLON SEPTIC TANK BUILDINO r' •``" .�'°, ; ---� T. SEPTIC TANK EFFLUENT FILTER REVIEWED BY PROVIDE (1) MODEL A1801-4x22, "ZABEL' RESIDENTIAL FILTER. DATE -•� LEACHING SYSTEM (RAISED) 330 GPD - 0.95 GPD/SQ. FT. = 347.4 SQ. FT. REQ'D e (1 — 5 MINUTE/INCH PERCOLATION RATE FILL MATERIAL) 347.4 SQ. FT. - 3' WIDE BED WIDTH = 115.8' MINIMUM OF BED LENGTH REQUIRED. SYSTEM PROVIDED (4) "EQUALIZER 36" INFILTRATOR CHAMBER LATERALS (2) LATERALS TO BE 42.15' LONG (5 UNITS) (2) LATERALS TO BE 33.72' LONG (4 UNITS) FOUR EQUAL LENGTH LATERALS: 4 x 33.72' = 134.88' TOTAL AMOUNT OF TRENCH PROVIDED — 151.74' BASAL AREA 330 _ 0.2 GPD/SQ- FT. = 1100 SO. FT. REQ'D 2100 SQ. FT. PROVIDED EFFLUENT DISTRIBUTION GRAVITY DOSING/ DISTRIBUTION VIA DISTRIBUTION BOX FROM SEPTIC TANK. Q PER NEIGHBOR'S CONVERSATION WITH OWNER. 10/22/03 AD REVISED DESIGN FOR 3 BEDROOM RESIDENCE RUH 9/09/02 A REVISED SYSTEM LAYOUT DUE TO ENCROACHMENT RUH 7/15/02 A REVISED PER TOWN OF QUEENSBURY AND OWNER COMMENTS HTJ 5/6/02 AA SUBMITTED FOR PERMIT TO CONSTRUCT HTJ DATE REV # ISSUED / REVISIONS BY INtIN�� SITE PLAN C1 ._� WASTEWATER DISPOSAL SYSTEM ALEXY SUBDIVISION -LOT #6 (SALVADOR) , ALEXY ROAD % 575p� �� QUEENSBURY, NEW YORK -- JARRETT - MARTIN ENGINEERS, PLLC H. TIJOMAS JARRETT PROFESSIONAL ENGINEERING E. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT© 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF SEALSHIE ALL COS DE EDWING �TRUE BLUE MAY 2002 02-011 SHEET: 1 OF 2 ANDVAUD ALTERATIONBYALICEN OF THIS ENGINEER NLAWFULr F:\2011050302 Salvador WW Desi n°dw PLOTTED / REMSED:10/22/03 5:00 PM BYA LICENSED ENGINEER IS UNLAWFUL 9 9