Loading...
2005-234 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050234 Date Issued: Friday, May 09, 2008 This is to certify that work requested to be done as shown by Permit Number P20050234 has been completed. Location: 11 HUNTER Ln Tax Map Number. 523400-253-003-0001-002-000-0000 Owner.. OLAF JOHN GAVRIELSEN Applicant: OLAF JOHN GAVRIELSEN 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 property owner of the responsibility for compliance with Site Plan, lot 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: P20050234 Application Number: A20050234 Tax Map No: 523400-253-003-0001-002-000-0000 Permission is hereby granted to: OLAF JOHN GAVRIELSEN For property located at: 11 HUNTER 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. Tyne of Construction Value Owner Address: OLAF JOHN GAVRIELSEN 428 81 ST Fireplace B Garage-2 Cars Attached ROOKLYN, NY 11209-0000 Single Family Dwelling $195,000.00 Total Value $195,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-234 2512 SQ FT SINGLE FAMILY DWELLING extended permit for one year to expire on Jul 7 2008 r $356.64 PERMIT FEE PAID -THIS PERMIT EXPIRES: Monday, July 07, 2008 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Friday, July 07, 2006 SIGNED BY t for the Town of Queensbury. Director of Buildings^C, 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: P20050234 Application Number. A20050234 Tax Map No: 523400-253-003-0001-002-000-0000 Permission is hereby granted to: OLAF JOHN GAVRIELSEN For property located at: 11 HUNTER 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: OLAF JOHN GAVRIELSEN Fireplace 428 81 ST Garage-2 Cars Attached BROOKLYN,NY 11209-0000 Single Family Dwelling $195,000.00 Total Value $195,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2005-234 2512 SQ FT SINGLE FAMILY DWELLING $356.64 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,July 07, 2007 (If a longer period is required,an application for an extension must be trade to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of nsb F ' a 07, 2006 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518) 761-8205 Application for Fuel Burning Appliances & Chimneys RecE�/ applicable to solid fuel & vented gas appliances � Arnt? 2 Date 20 eP/LlI,- , 20 Permit No. —_—T�OF(� 2 2005 w�AZZApplication is hereby tnade to the Building& Codes Office for the is.�uarrce of a Buildir Pertnitpursuant to the New York State Fire Prevention and Building Code. The applicantor o agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requiretnents and also will allow all inspectors to enter premises to petform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: tA►�� C-�At�- �.) _ Stove: wood coal pellet as Fireplace insert Address:'41Z& Fireplace, factory-built: wood gas Fireplace, masonry: wood gas Furnace: wood A as oil Phone: If non-masonary applicance,please provide i Owner: Manufacturer Name: f Address: Model Number: ` / p Olt- MVO R Chimney Information Phone: (circle appropriate words) Masonry block brick stone it Flue tile tee size: inches Exact Address: OIL pvL of construction or installation Factory-Built l Manufacturer name: Gf444W— Model Number: ejpj— Il A b � 060 Note: Listed By: Number:_ Construction/installation must con orin to NYS Fire Prevention &Building Indicate (circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated / irect venting Chimney Liner t C�,ahie�r',er Department—To�.n of Queezt.e�bu:y, Ne�-Yorl� j Fire Marshal Code# S Collected S Refunded Received from (refunded to): address: _--- -- --_-_-_-- A 173 3389 (190) Public Safety _ _ A 233 2655 (230)Mino•Sales _ y DA T G: - U ---- -- ---- ! - -- '-LI�-- _ Yia�n.�u2o - White(Applicant) J Green(Fire Marshal) t Yellow(Bldg. Dept.) i Pink&Goldenrod(Cashier's Dept.) Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-$256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid $ !o. j� valid building permit. All applicants' spaces on this Rec.Fee P d $ / . application must be completed and must appear on the Reviewe B application form. Applicant: Owner: Address: �405 VsrZ Address: JZ BOAAKW i�� Phone#(I&), - M(o phone#(;`) N ` D. Property Location: Lot Number: / House Number / N"1 LA N 0�0, Subdivision Name: MQU K.Ya1C - Tax Map Number: — G AND C�ERY -z -n•i77 2 New Building: residence /commercial: 'Estimated Market Value of Construction:$ o Addition: residence/ commercial If an Addition,what will use of new addition be? o Alteration: residence/ commercial O No change to exterior size: residence/com'1 o Other work(describe ) Check Occupaneylnformation 1' Floor 2 Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling �M o Two fan2fly dwelling o Townhouse o Multifamily dwelling #of units ❑ Office o Mercantile ❑ Manufacturin ..� 0 1 car detached garage 0 2 car detached garage 0 3 oar detached garage 0 1 car attached garage i. of 2 car attached garage 0 3 car attached garage o Storage building- commercial o Storage building- residential �x o Other What is the proposed height of the structure feet �_inches Will any second-hand or ungraded lumber be used? If so,for what? f7 Type of Heating System: electric/ oil /V wood / orced hot baseboard/other: . F `� �Number of Ftrevl-aces to be installed Number of Woodstoyes to be installed List below the person(s)responsible for supervition of work as regards to building codes: Name � Addresa d Phone Number ,Ft >� ;builder . 1, Plumber1 GO GAS 43t: 0 Mason A4 6 VA . Electrician l t'h6W. 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 Building and Codes,an As Built Survey by a licensed surveyor,drawn to scale,showing actual location of all n ns UY Signature: owner, er's a ent,architec oatractor = ix•�P` 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: Tax Ma Na. 1 File Permit No. C2 S-ap jj.L? Fee Paid Owner's Name: rgAtIP 49E44ft-660 .................................................................................................................................. Address: Am 6/1r i7f �,q NY &2 2. INSTALLER'S NAME 61(AIMN PHONE NO. 71 Z-.q24 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply #of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No, of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980-1991 x 130 gal/bdrm = /ff9-1--p-re—sen-) x 110 gal/bdrm = Garbage Grinder Installed yes-)( no tr Spa or Hot Tub Installed yes no -2&- 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat an at what depth at what deptfi municipal of in m feet -AL~t fie—10 Steep slope clay well; water supply %slope other from any septic-system depth: absorption is 400 N-ft. other Percolation T st (To be completed by licensed professional engineer or architect) Rate: minute per inch OY 6- -NOMA5 #ON//IS 06lHW-- 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 leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: "., gallon (min. size 1,000 gal.) 4- :0,5a s4 �WS. IMP Tile Field: each trench 66 ft. Total System Length: 12-0 - Seepage Pit(s): number of size of each: _ft. by_ft. Size of Stone to be used: # I/L it / depth or thickness et Bed System Size: 40 x 0 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 the Town of Queensbury Sanitary Sewage Disposal Ordinance. Acl -' *w e., Signature of responsible person . Date YC eck Residential Plan Review: One&Two Family Dwellings !NA (2)Full sets of plans Over 1,500 sq. ft.—Stamped / Design Loads On Plans: 90 Wind Floor Loads 40 psf / 70 Ground Snow Load Sleeping Areas and Attics 30 psf »1((( Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK roofin / aterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade / Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where / Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise , Winder Run and Rise Spiral Not Allowed From 2 nd Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas em c 5 t;?o . rL(3 Garage Fire Separation Garage Floor Sloped / Attic Access i Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Project Name: f AAP AWAUSt�k BP# 0 S-2-3 Address: Gumsow RECEIVED Building Permit Submission SFD 2 1[?0 Checklist 2-Famil-YWN OF QUEENSBURY BUILDING AND CODE All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed yes ❑no ❑ 2. Energy Form or Checkl&te Energy Code Compliance Forms Complete .. U� ❑no ❑n/a (2 copies) 3. EnergyGode Inspector's Report from Checkh4ate Program..... ... ... ... .. dyes ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)... ... ... ... ... ... ... ... 9yes El no ❑n/a S Solid Fue-Burning or Gas Appliance Fotm.—.. ... . . ...... ... ... ... .:. ... ... . Ono E iectrical Inspection Form.... ... ... ... . ... ... .... ... ... ... ... ... ... ... ... ... .• 5�JY� Ono ❑n/a Two 2 complete sets of structural drawings.-.. C ees Ono n/a -a floor plan;b)foundation plan_;c:)c_ross sections:d)elevations; e) window and door schedule 8. Two(2)site plans showing location of the structure to be built.... ... ... ... Pt<Ono ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure... ... ... ... ... ... ... ...... ... .. &4 Ono ❑n/a 10. Setbacks to neighboring wells and septic systems,including onsite well... . 9 ❑no ❑n/a and septic systems (if applicable) 11. DrivewayPennit... ... ... ... ... ... ... ... ... ... ... ... ... ... ...... ... ... ... ... ... ... ❑Yes ❑no n/a Date: Staff Itutial: L:\SueHeiningwa}\Buildingl'ernutl'OFIvLS\Geueiic Clierklist.dvc jankcary 28,2003 r Job Site Address: �� N (,,�td — NOUN_ �� �U�S . Date: �b l �• ,7 Owner: f4A+Ay &#"AM 5� Application No. _ File No. /Vt. P' Building P6nuit - Calculation Sheet TOWN®� Natural Light, Ventilation & Emergency Egress Regatrements eU<<®IN ANo Vsq Ry Habitable Area of Req. Light Actual Req.Vent Actual Sq.Ft. Remarks Room Room 8%of Room Light 4%of RonrA Vent Opening for in Area Square Area Square Egress Square Footage s Footage Feet ILA Z�itO 2�.•$ l �. 11. 4- 4-1,%pI G voa- -lot -5'r40"( l5(0 �2� �•�(o , f,.2L4 'L��28 41-� Sum�� �bo�- wry 2.13 (fl•o4 27• �3��2 t5.�?ti • 5 ��d U i L:\.SueHemingway\Building.PermiLFORMS\Nat.Light.V enti l.Calculation.Sheetsdoc Job Site Address: �uN- Asa — 1�-Ne�t,1.S R:ryq 5U$, �at� : 20 ,bnP, 001l Owner: _gpN�- GwAta,- AppliLation Nd. Hr.. No. 05 4 Rpn i*ft WINDOW.,SCHEDULE x. .: �,Zq`v,,Dlcol' Y Window Window Mfg. Window Unit or ,� (, ft a: Caear Special Hard nr Number or `Name Model Stock Qpe g A,� I C�lassl >sab � pg 447, Instruction~ Letter on Or Type Number i f� Plan ' x ss rfs x. Cali Size �# a Fa �s l�, i , j ' r ° L�as 3 o- 5 . �2 +:.. � � 'I�'-lam wKs 3o3f. 3�-0�+ i✓,���' �o• 3 �•OD Q'•C.�D -�+� �1 .1 a« �305�1. 3`•c�'' S`-(o" ; ��•'l y, 6.`12 (�.'l2 �,.9(0 '��•"�b' - 744 tit} 31,01 , 41 - �l,l y,�o c,•�o �.5b,► 2� .may,, lt '4-�' •8 �•y3 3.�'� ?��h(o gyp" - el-o" '41-o" 4-61lle� 2.,�tv Z•a(v 20• 0" ZD•?D" _ -THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES =r7�r. AIIC. ie „ 1 � ��s.. l 3x•� ' ? x �435 Tempered Ti aNq �c3 ,. _ .: s x: r #:tiW- Ix 'S:-.: s s , r >>. 1 Glazing �- ' to t' n � yy,, r�, . '�.�`.:.'`e� ,�r;?_ •�. •6=5'�'' ._� �.. ,p"[, rk � �7, L',.. `ice Y2 ��'�� . al L:\SueHemingway\Building.Pemtit.FORMS\Window Schedule.doc i' 3 Vinyl Casement ,Bay Vinyl Casement Windows and Bow Windows 25 Series 25 Series 1-Wide with Transom Composite Units with 1-Wide(Vent and Fixed) Integral Mullion(14-1/2"Transom Height) 3-Unit Bay Windows—45°(18" Flankers) (457) (610) (711) (914) (457) (610) (711) (914) (445) (597) (699) (902) (445) (`9T) (699) (902) (1524) 0 M) (2134) Opening 1'6" 7 0" 7 6' TO" opening 116, 2'0' 2'6" 3'0' opening 5'0" 6'0' To* Frame 171/2" 23112 29112' 35112' Frame 17112" 231/2" 291/2" 351t2 Protection 45* % nT FM_ El= FM MID ® ® ®E1 m 1-f✓'d-0 2-0V3-0 2613-0 E1 '� 11111 iV / ❑ \ / ❑ \ / \ $o to �E _� t-01 FE 1 =2 111 2--3 3-0/43 _ 5-0f3-0 6-0r3-0 7-or" -0 trv3s za36 zs3� 4 q / \ ❑ / / FED ®E 5-0/4-0 6-0/4-0 LL 7-04-0 II 1-6/4A 2-0149 2-014-9 3-0r49 ` 1-0/4-0 244-0 2-6I40 W- H in ® ®E -' $ ® ® 5-0/5-0 6-0/5-0 7-0l5-0 1-6/5-3 2-0/S3 2815-3 3-0153 E m m m ® 3-Unit Bay Windows—450(24" Flankers) 1-6/4-6 2-0/4-6 2-0/4-0 3-0/4.6 v' urniIER E Protec6nn E 1-6/5-9 2-016-9 2415.9 3-0/5-9 45° 1-0/5-0 245.0 2-6/5-0 3-0/5-0Till 1=1 _ m ❑ aE == '� 1=1160M 7-0/3-0 \ 8-0/3-0 E 14616-3 2-0/6-3 2T163 3416.3 5' / ❑ \ / \ / ❑ \ 16/56 2-0/5-6 2-0/5-6ID / ♦ / \ / \ 6-0/a-0 7-0/4-0 6-0/4-0 IEDI IMI �_ io o N. 1-66-0 2-GS-0 2-6/6-0 1:6-t 9 2-ar6-9 2H6-9 =' E. in I _w :: [DI IT-11 4-Unit Bow Windows—15'(LFFR Configuration) (1629) (2134) (2436) Opening 6'0' To, e'0" 1-6r7-3 2-W-3 2-6r7-3 Projection 93/4' 113/e" -- 13' 15* E55 NOTES: / meets minimum clear opening of 24'height,20"width(:d::5:�7 sqft. eck all applicable local codes for emergency egress requirements. 6-0/4-0 74N4-0 8-0/40 E1=Window meets minimum clear opening of 24"height,20"width and 5.0 sq.ft. Check all applicable local codes for emergency egress requirements. ® 6-0/51D 7-0/50 805-0 E _.. _.- m � (914) (1219) (t 524) 3-0/8.6 4-0r3-6 54/3-6 6-0/3-6 (902) (1207) (1511) opening 3'0" a'o• 60• Additional combination assemblies N oBE ME ®® ®®E Forte 351/z' 471r2' Ss1r2" available for casement windows 3-0/4-0 4-0/4-0 5-0/4-0 6-0/4-0 to H $ M M N ®® ®® E -0/f v 35-6 4-O/5-6 5-0/5-6 \ 3-0/4-6 4-014-0 SO/45 6-0/4$ 3-0 M _ 5. Ino n F =� �:' M E M M tso 4-er5-0 5-0r5-0 s-0/s-0 3-0" a-aao s_as-o Septic Inspection Report Office No. (518) 761-8256 Date Inspection inquest received: Queensbury Building&Code Enforcement Arrive: .�"'2 am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto sr` Initials: ./ NAME: &4 S(+ k PERMIT NO.: �~'" a°�j z-3�! LOCATION: , N ' INSPECT ON: // RECHECK: Soil T Comments and/or diagram : Sand Loam a _ ° Type of Water: Munid I/ WeA ter ( 1( //`''y5 Ce- VFi;c Waterline separation di V . Well separation distance ft. Other wells: ft, Absorption Field: Total length ft. C � /'/Z- Length of each trench ft, -Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y N Partial End Ca In Outlet Pipes&Baffles I Y N Location rations Foundation to tank ft. Foundation to absorption ft, Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front 'Middle Rear m Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Nov. 07 2007 11:24AM P1 FROM : Panasonic FAX SYSTEM PHONE NO. : AJ J L'+/•. PULL �n°:_,_.t.,,.a F.a r:z!:iE �;t Z/ij l ROSICK WELL DRUXING L.L.C. t 1175 FARLEY ROAD HUDSON FALLS, NEW YORK 12839 (518)7d"1 T3 Are l 1�/2 �L�C so,, site- __ -_ If f w t,IT s,. j �ttatie I.�e7 — , I I per m n.. �W ' I Well Depm e. f . Re�aclks — f Queensbury Building & Code Enforcement - esidential Final Inspection Office No. (518)761-8256 Arrive: j 1 5 am/pr Dfpa : am/pm Date Inspection request received: Inspector's Initials: ' NAME: /.�, PERMIT LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes I No &LA Building Number/Address visible from road � 1 Height/"B"Vent/Direct Vent Location Oat— Chimney Fresh Air Intake r1 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more 01 Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall jo, Interior/Exterior Railings 34 inches to 38 inches U / Interior Handrails @ stairs 2 or more risers � f,�oVo,ft (jfjffp Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 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 Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s . ft. Emergency egress below 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 v / Low water shut-off boiler ��� `��� �� �6( �,oc.c� Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker . Ay cE-C fR Site Plan /Variance required Fd Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: LOCATION: �( f7t> ✓'�.�..�. PERNIIT#:_Q�—� Final Survey Plot Plan .Avvroved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the !InLey has C rown,Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Framing / Firestopping Inspection Report K jc5tL Office No. (518) 761-8256 Date Inspection request received: w wl�o p Queensbury Building&Code Enforcement Arrive: am/pm Depart: /Ln 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: � LOCATION: INSPECT ON: ( �6 7 TYPE OF STRUCTURE: r- Framing Y N N/A � NTS jk Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging I c— 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 1 %2(w) 16 gauge(8) 16D nails each side f Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water 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 t/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin j� Ctable Space/B rooms/below ade -/-/ 14'rl 2--� Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: L- 1 am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �4 P-<- NAME: r1'e, PERMIT #: 57' 23� LOCATION: INSPECT ON; —2 TYPE OF STRUCTURE: Rough Plumbing Nail Plates Plumbing Vent Vents in Place .� r��F� 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum e Cleanout every 100 feet change of direction Pressure Test 1�. 2 Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test 6(JA-t(c7 Water Supply Piping Air ead ,-ITP�.S.D2r 15 minutes ( Insulatiogpd Residential Check Commercial Check -PF�r ent Attic Vent Duct/ Hot Water Piping Insulation If re uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly No duct tape r/,e t5;;._VP (f, �r COMMENTS: Ce---/L-jrlX-> r1� l��Jj,q-c,, 6<;�,�-0 Z)1,vP0 w LAPam Whiting\Building&CodesUnspection Fo ms\Rougb Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing j Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p Dep : am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: = NAME: GAdj PERMIT #: r Z-3 LOCATION: INSPECT ON: 2 D TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Testes �— Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping 15� �Zn' it/ Head 0 P.S.I for 15 minutes 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 No duct-tape CO MMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Septic Inspection Report Office No. (518) 761-8256 Date Ins uest ived: Queensbury Building&Code Enforcement Arrive: a Lpart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto s I als. NAME: _ C��N�2t PERMIT NO.: © - LOCATION: INSPECT ON: 2' RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay lype of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft, Absorption Field: Total lengthft, Lencith of each trench ft. De th of trenches ft. Size of Stone SeepM Pits: Number Size: x Stone Size. Piping size,. Twe Building to tank Tank to Distribution Box 10 x to Field Pit 11 �O Opening Sealed: Y N Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location Separations 13 Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System Property: Front Rea Left Side Right Side 61/t(�Cr' (,�/�C— 6L C C Middle Front Middle Rear Sv_*Wm Use Status: /'proved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 / _ -s puedllC-- Rough Plumbing / Insulation Inspe tion Report Office No. (518) 761-8256 Date Inspectionuest received: Queensbury Building &Code Enforcement Arrive: L411req am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �S NAME: a yr ' ' ' PERMIT #: 23�1 , LOCATION: INSPECT ON: --�� J TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes , c___ Pressure Test y Water Supply Piping Z — a��-`I 5 P.S. for 5 minutes Insulation R idential Check Commercial Check nt Attic Vent Duct/ Hot Water Piping Insulation c� XI,,fuired unheated s acesstion Air Su I for Furnaceork sealed properly No duct tape COMMENTS: LAPam Whiting\Building&CodesVnspection Formc\Rough Plumbing Insulation Report-revised Nov 17 2003.doc Revised February 15,2005 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r est received: ~l Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm ' 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: cQg6l -� NAME: C ^ �U GZ G—C 1�� r% � PERMIT#: �. LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum 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 1 '/z 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 water shield 24 inches from wall Fire paration 1, 2, 3 hour ire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 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) ll� �( `' � �iV 5.7 sf above/below grade 5.0 sf grade Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date In eLlnifialZ--14 . equest received: Queensbury Building&Code Enforcement Arrive_ a D part: am/pm 742 Bay Road,Queensbury,NY 12804 Ins1*ecto 's NAME: C ,itsj PERMIT#: L 3 LOCATION: INSPECT ON: D TYPE OF STRUCTURE: N/A COMMENTS 110 Framing �--- Attic Access 22"x 30"minimum Jack Studs/Headers !v A-` L— B cing/Bridging ► C� oist hangers Jack Posts/Main Beams Exterior sheeting nailed properly I 12"O.C. i 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 1 '/2 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour t Fi wall 2, 31 4 hour 4��rz olFirestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: AU k�L-1--,5 o/J PERMIT #: ' c-3l/ LOCATION: c-r' L, INSPECT ON: TYPE OF STRUCTURE: y N/A Rough Plumbing Nail Plates � nj'` g�,,�� r Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct-tape COMMENTS: LAPam Whitinouilding&CodesVnspection Forms\Rough Plumbing Insulation Report revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report f Office No. (518) 761-8256 Date'nsljecti request received: i C Queensbury Building&Code Enforcement Arriv�:1 � ��(VJ am/ /De art 742 Bay Road, Queensbury,NY 12804 Inspector s Initials. NAME: L *C l PERMIT#: t�� LOCATION: PECT ON: TYPE OF STRUCTURE: Zo7 � Y N f N/A Framing COMMENTS n Attic Access 22" 3 'minimum Zacl Studs/Headers V f3 . J:aC_t<5 racing/Bridging 61006-V"j*y ,/Joist hangers A(ack Posts/Main Beams Exterior sheeting nailed properly I 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 1 '/s(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 water shield 24 inches from wall Fire separation 1, 2, 3 hour F* e wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) /20 in. (W) o V kx)v 5.7 sf above/below grade 5.0 sf grade ,/� �'� 1C� Ices Framing / Firestopping Inspection Report ` Office No. (518) 761-8256 Date Ins ti -,quest received: Queensbury Building&Code Enforcement Arrive: in D art: am/pm. �lU 742 Bay Road, Queensbury,NY 12804 Inspector s Initials: NAME: %16 PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum 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 1 %z w) 16 gauge 8) 16D nails each side Draft stop in 1 000 sq. ft. floor trusses c or Bolts 6 ft. or le on center Ice and water shield 24 ' ches from wall ire ' n , 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspecti nn request received: Queensbury Building&Code Enforcement Arrive: '/, am/pra� Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. NAME: J PERMIT#: LOCATION: INSPECT ON: OV TYPE OF STRUCTURE: Y N N/A COMMENTS Ocess 2"x 30"minimum Jack Studs/Headers rj It 1 w. Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly r 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 4� « r 1 %z w) 16 gauge(8) 16D nails each side l� Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center p �YaciKS �ti+Sr'R-cam p�iP�a "\ Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour ,; Fire wall 2, 3,4 hour Firestopping • 7 tj Q, f: C". Penetration sealed , 16 inch insulation in cavity min. Garage Fire Separation l J ALL R fZ 1A) House side %2 inch or 5/8 inch Type X / Garage side 5/8 inch Type X Ceiling/wall /�� Windows Habitable Space/Bedrooms �,JC�U� ,�4(,tf Po S 24 in. (H) 20 in. (W) 5.7 sf above/below grade /UC��� U j :4c- 5.0 sf grade ��-6 Rough Plumbing / Insulation spec ion a art Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: 11 am/ m Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect is Initials: _ U-ie NAME: PERMIT #: LOCATION: H,2 INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Ve Vents in Place �juscK A-7-b �T z inc minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test R!in / VentHeadS.I. or 10 ft. above highest connection for 15 minutes Pressure Test Viter Supply Piping Head .S.I for 15 minutes 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 / No duct tape COMMENTS: L:\Pam Whiting\Building&CodesVnspection Formsaough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date'ins ec�tio�,n//request received: Queensbury Building&Code Enforcement Arrivc:�� �am/ m Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials--L NAME: 1- '°� PERMIT#: e5 ' 2,31 LOCATION: 4t1 INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams 1 Exterior sheeting nailed properly 12"O.C. j 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 1 %2 w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses hor Bolts 6 ft. or less on center r Ice and water 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 % 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 r) CIA Queensbury Building & Code Enforcement - Residential F- al Pe Ins Ction Office . (518)761-8256 Arrive: U am/I? epart: am/pm Date Inspection reques received: Inspecto s i itials: �Z�' NAME: I L' PERMIT LOCATION: DATE: -- TYPE OF STRUCTURE: Comments" Yes No WA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches RComplete/Exterior Finish Complete tforrn at all exterior doors Handrail 4 or more risers -t Gpards at stairs,decks,patios more than 30 niches above grade ward at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railkys 34 inches to 38 inches Deck Brae /Hand' Ramp Com leant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off emosed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety g!2!Lnq Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches ht in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window lumbing fixtures Foundation insulation Q-r Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Fumace shut-off within 30 feet 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 Va s installed/Heat Trapf Water Terrip 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Obrage Floor Pitched Garage firelwoofing/%hour fire door/door closer uct work Sealed properly Logs in Sealed re Final Electrical 0 Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C l C or C/0 T /Permanent L%Building&Codes Fomhsl6udding&Codes\lnspecfion FomhslReskkwW l Final inspection Form_reWsed_100405.doc;Revised January 7,2008 r 7 -1-i Queensbury Building & Code Enforcement - Residential Final Inspection 2 Office No. (518)761-8256 Arrive:`;- ' 60 am/pm,,, am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: ��. LOCATION: DATE: �— TYPE OF STRUCTURE: Comments: Y No NIA 4" Building Number Address visible from road Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more t ��� Guard at deck,porches 36 inches or more ,����L Handrail Termination at Newell Post or Wall Tc� Interlor/Exterior Railings 34 inches to 38 inches Deck Brae /Handicapped Ramp Compliant LJu vv. L.�1 Grade from foundation 6 Indies with 10 feet 6 inch clearance to sill P— �L Valve shut-off e /regulator 18 inches above gradey Interior privacy/trim/doors/main entrance 36 inches7:11 Bathroom/Kitchen watertight Safety glazing/Window in stairweiis safe Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window _ Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency below grade Gas Fumace shut-0ff within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area umaceMot Water Heater o Low water shut-off boiler Relief Va s installed I Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched( Garage fireproofing/%hour fire door/door closer Duct work Sealed property Gas Logs in Sealed or Glass Enclosure Final Electrical ✓ Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bondi As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O T /Pemhanent LABuilding&Codes FomhslBuilding&Codesilnspection FomhslResWential Final inspection Form revised_100405.d=Revised January 7,2008 Septic Inspection Report Office No. (518) 761-8256 Date Ins n req Queensbury Building&Code Enforcement Arrive: a part: _ 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: RE��C- RM1T NO.: Q5---7,3 LOCATION: y rJT'F iL I,-*,g 5�V-_ NSPECT ON: 7 —Ito—b 7 RECHECK: C and/or diagram Soil Type: Sand m bay--, omments Typ2 of Water: Municipal I Water Waterline separation distance V'�o Well separation distance ft. Other wells: ft -� Absorption Field: Total length ft. Length of each trench ft. Depth of trenches Z. ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank % kt y Tank to Di9ft; x >> TDistribution Box ULEeld Pit l —C3o X- T"b F 1 E\—V y 'Opening Sea Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation to tank ft Foundation to absorption ft. Separation of Pits z ft. Conforms as per Plot Plan N E ineer Report and As-Built Y N Location of System on Property: Front Rear eft Ste Wght Srde c)O 6 r �-t► Middle Front Middle Rear 'Po�P� m Use s:7Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 169 Haviland Road Queensbury, NY 12804 —� Hutchins Engineering Phone: (518)745-0307 Fax: (518)745-0308 February 8, 2007 Town of Queensbury Buildings Department 742 Bay Road Queensbury, NY 12804 Reference: Gabrielsen Property, Lot 37 Ridge Knolls Subdivision, Hunter Ln, Town of Queensbury, Warren County Tax Map Designation: 253.3-1-2 (formerly 26-2-17.17) This office has inspected the installation of the individual on-site wastewater system at the referenced residence. The system consists of a 1000 gallon concrete septic tank, and a 500 gallon concrete pump station, a concrete distribution box, and 220 LF of pipe- in-stone absorption trenches. To the best of my knowledge, the system is installed in general conformance with the design drawings. Surface finishing, including turf establishment has not been installed at the time of our inspection. Attached is a record drawing indicating actual locations which were adjusted slightly in the field from the original design drawing. Should you have any questions, please contact this office. Regards, G. Thomas Hutchins, P.E. Cc Frank Gabrielsen R -- 1C Septic Inspection Report Office No. (518) 761-8256 Date Ins ionrPECT d: 6 0 Queensbury Building&Code Enforcement Arrive: art: am 742 Bay Rd., Queensbury, NY 12804 Inspector's InitiaNAME: q '� S� Q LOCATION: RECHECK: Comments and/or diagram Soil Type: Sand Loam I Cia 'T Type of We Well Water Waterline separation distance ft. Well separation distance Other wells: ft.4- Absorption Field: Total len h ft. Length of each trench ft. Depth of trenches Z ft. Size of Stone See Pits: Number Size: x Stone Size: Piping Size Tun Building to tank ' 0 Tank to mow(- r `1S t` RT1O1J Q. Z''6p� \ Fp�E M+Pt t 1� Distribution Box to Field Pit 0— eoy— Openinq Sealed: Y N Partial End Ca Inlet/Outiet Pipes&Baffles Y N Location Separations EM R I W�t t� Foundation to tank tt. Foundation to absorption ft a PER a���� 0 F PU MQ ALA Conforms Pits Q J\�'-� W ELF- ��TLQ Conforms as r Pkrt Plan Y f Engineer Report and As-Built J Y N Location of System on Property: (� Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: `Approved O - S�'dC Wn— <J< Partial Approved and needs to be re-inspected, se ca the ui ing &Codes Office �V f Disapproved Last revised 021006 Last revised 1/6/05 Foundation Inspection Report Office No.(518)761-8256 Date Ins"Poction r yest're¢e4: Queensbury Building&Code Enforcement Arrive: ,- Depart:742 Bay Rd.,Queensbury,NY 12804 Inspect%V-P:Mm r ;3(� NAME: aU ( , PERMIT#: U `U LOCATION: INSPECT ON: 02 Z 0 TYPE OF STRUCTURE: t Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place \ -foundation Dampproof ng Foundation Waterproofing , Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ' ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&CodesVrMection Farms\Foundadon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 1 7 Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ✓ PERMIT#: 0-S 3 y LOCATION: INSPECT ON: TYPE OF STRUC Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing ,° ' for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM RECEIVED JdEVJ YOR Lj zaoK STATE APR 2 �t Adifondack SBURY parkagency OWN AND AND(JUEE�CGGE September 14, 2004 Mr. Thomas Hutchins, P.E. Hutchins Engineering 169 Haviland Road Queensbury, New York 12804 Re: J2004-357 & P81-235 Gabrielson Property, Lot 37 Ridge Knolls Subdivision Town of Queensbury, Warren County Tax Map Parcel #: 253.3-1-2 (formerly 26-2-17.170 Dear Mr. Hutchins : This is in response to your August 29, 2004 letter to the Agency' s staff engineer Shaun LaLonde regarding the proposed wastewater treatment system for the above referenced property. Based on revised plans from Hutchins Engineering dated August 30, 2004 and received at the Agency on August 31, 2004, the revised plan maximizes the separation distance to the wetlands from the proposed wastewater treatment system and addresses other issues raised by Mr. LaLonde. The plans for an engineered raised wastewater treatment system for Lot 37, Ridge Knolls, Town of Queensbury are hereby approved. Sincerely, qV61c.", Mark E. Sengenberger Deputy Director (Regulatory Programs) MES :tjf CC : Shaun LaLonde R O. Box 99-"s Route 86•Ray Brook,,W 12977.518891-40 i paS�ate.ny.us 4 i Permit# Permit Date REScheck Software Version 3.7 Release 1 b Compliance Certificate Project Title: Gabrielsen - Spec house Report Date:01/19/06 Energy Code: New York State Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 14% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 11 Hunter Lane Frank Gabrielsen Ethan Hall Queensbury,NY 12804 G.Designs Ltd. Rucinski Hall Architecture Permit Date:20 Jan 2006 428 81st Street 427 Maple Ave Brooklyn,NY 11209 Saratoga Springs,NY 12866 580-1905 ephall@nycap.rr.com Compliance:Passes Maximum UA:477 Your Home UA.377— 0, Better Than Code(UA) ��WEO"N . �.. Ceiling 1:Raised or Energy Truss: 1101 38.0 0.0 28 Ceiling 2:Raised or Energy Truss: 78 38.0 0.0 2 Wall 1:Wood Frame, 16"o.c.: 2460 19.0 0.0 124 Window 1:Wood Frame:Double Pane with Low-E: 273 0.350 96 Door 1:Glass: 34 0.350 12 Door 2:Glass: 34 0.350 12 Door 3:Solid: 38 0.300 11 Door 4:Solid: 18 0.300 5 Basement Wall 1:Solid Concrete or Masonry: 1114 0.0 10.0 85 Floor 1:All-Wood JoistfTruss:Over Unconditioned Space: 53 30.0 0.0 2 Furnace 1:Forced Hot Air:92 AFUE Air Conditioner 1:Electric Central Air: 10 SEER Statement of Compliance:The proposed building represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compli ith Builder/Designer Company Name Date Gabrielsen-Spec house Page 1 of 4 REScheck Software Version 3.7 Release 1 b Inspection Checklist Date:01/19/06 Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Raised or Energy Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.9'ht/6.0'bg/6.0'insul,R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade) insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes_No Comments: Doors: ❑ Door 1:Glass,U-factor:0.350 Comments: ❑ Door 2:Glass,U-factor:0.350 Comments: ❑ Door 3:Solid,U-factor:0.300 Comments: ❑ Door 4:Solid,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood JoistfTruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:92 AFUE or higher Make and Model Number. ❑ Air Conditioner 1:Electric Central Air:10 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Gabrielsen-Spec house Page 2 of 4 Vapor Retarder. ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-11. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-6. ❑ Supply ducts in unconditioned spaces must be insulated to R-11. ❑ Return duds in unconditioned spaces(except basements)must be insulated to R- ❑ Return duds in unconditioned spaces(except basements)must be insulated to R-2. .Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depietable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Gabrielsen-Spec house Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low PressurefTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Gabrielsen-Spec house Page 4 of 4 LANDS N/F OF THE STATE OF NEW YORK S85004 pO/I, 371.02 I LANDS N/F OF THE STATE OF NEW YORK W � C N coN c17 = 89,563 sq. tt. 2.06 acres _ o �o 35 WELL 2 STORY ® WOOD FRAMED ROUSE ' P ORGM ' CRUSHED IRF C0 STONE ^� DRIVE \ 9g•80 IPF \\ DO .��83`45�00"jN UTILITIES DO Nor o8 R \ 4.30;;w IPF 12' CULVERT LEGEND: IPFO= IRON PIPE FOUND IRFO= IRON ROD FOUND _; 4✓Y NOTES WETLANDS FLAGGED BY OTHERS aJ� A ■■T�■ �/� /� -�. +� u s � 'UNAUTHORIZED ALTERATIONTERAALTERATIONDIX N OR An Date: NOVEMBER 17, 1997 ON i°A SURVEY � YMAPBEMWC A LICENSE°LAND SURVEYORS SEAL IS A Map of a Survey made for Scale 1•-=40 VIOLATION OF SECTION 7209.SUB-DIVISION Z OF THE PW P NEW YORK STATE EDUCATION ii *owycomes Fill MARfZO WffALL AN CONSIDE E TIE LAND VALID TRUE —. ISHALLBECNT >NAC�A ATR C0 ' FRANK GABRIELSON 'CERTIFICATpMS INOICATED Mill Sat"THAT THIS SURVEY WAS PREPARED W ACCORDANCE T87H THE Land Surveyors OOSPNG COOS OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE RVENEW YORK STATE RVICASSOCIATIONMONS OF PROFESSIONAL LAND SURVEYORS.SAID CERnFICA71oH5 SHALL RUN p0.Y TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTALAGE Qt.ICL'7' /1L� 169 Haviland Road y New York 12804 TO1HE "'�`�CC7 LEMNAn°"Mn .- ""° Town of Queensbury, Warren County, New York .�EGG� Queensbur , TomeAgslcH¢sGFTIeuNaN�,remul>oH. 1 10/19/07 FINAL SURVEY GABRIEL50N c1194 (518) 792-8474 New York Lic. No. 50135 N0. I DATE DESCRIPTION DWG. NO. 04016 253.3-1-2/26-2-17.17 77,1, A -n Wall cap Pr'nCOLATIOM 41 r Cie cm," 61. 1 n f4oU, IOATA r 3174 ;� -- V4 + AV.eraq(z,. obove G e Un vs min �T fit 350 IDATA, ...... I TO 4211 -or PoMp T. 0 well d za"i+Qr% sea) Y !Vat circb 19C09 ro ri Ile' d M HOLAV5 0 �j,P.M.-for 44 iCtble dt4avydoyyn 4 El. 3.38 I wi+b- no ctPPrec ken.)welt Go Ir Is fo§%Vh]4 O"It. bq- Gice S San Yr 4 n U-0 Min c.L. S.G. 49 OX lod Mimi ve nkjo G.YY. 19' Min 4* 1,0+Lin& Porcolcition teSts were faken at file OWN"== ci ta"to 30" below Grou n Leyet 90 ro" Well pipe Z1,3 Z5 fes. 'TCO pipe (SW*) tj OP 050*1 root Ycxtyr. g, s C.L. CIQ� LOCITR TYPICAS. WZLL H.L. KeaYLALcam mot to SWIS jZGctd_Cionstruction +o- be *3 AL. ueensburi reqdired' bLi Town Of 0 lit, e 0 rl Ut-O' OzPfiC tank 9W'zIt ote After Ti I T, so V% are insicilled, Builder i5 fo proyide a 00 04 YY 300 exact 10c citioll of Zama ske-tch zhoyy 9 -from tjouse Z 11m Z96 _OZ Pr Leye) Ffn. GrQde w)th Go"Top SOA Line 12=k I Y 7P 90'min. 0 ' der 35 0 1 134 Acs. 48,13 U8 0.947 ACS\Z.05G 0 403A 3 1 89 let. ECTIOm Tiinu Tj m FIELD 0 Line 0 Zr Z 0 99.80- M8 LAME� 0 4P CIO- f 0 . 0 ZOO-0 I reo S U) 0. 4 sO0, St- 47/F (Scit aev+ ThW4' co 1.0 Ac3. qh+1 IL 567Ac.37 Cc) 49 9- 1.13 Ac 4C' 0 ZA 0 ZO. -7epuc Tank, L f CA L�I' C] 0- I _ z9_2 Ou 0. ........ . (9 4 00-" AnhqM V 7 t Q 55, — 1,004 AC3�- cit- .......... 2. 0 Ity r MAP Jim Of�O r APP PLAN N 1470 OFJHE WN . ENSBUIR�1�11_�, 0/ Acs., C\0 1A 0 E J: 7 S \,7 Z� N_ L A 4k Y 1,JOHOt F_�V kupp propos, armnpmenf ed' Wit V CERTWf,*&t IVWV"'% Sam- 4qw-epattinint th *1t1c#j.-tht-to* 6 yo� en onemen eL PM'.NW t to the,filin+i..9 th in my 0 10 iroumema� arren Cwnty1romfe----------- 0 ley Pit WA P,P.r'Y S=Itary., 15ccl `X21 L ' a 450 ROA 10�' 515U Co. M'.Y P Z Lic. Mo- Z3400 T jk $13 "T Ac FILTER FABRIC SYSTEM INSTALLATION NOTES MIRAFl 14ON OR EQUIVALENT CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE 12" MAX. —)III, I I I I-- i-I I I�- WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS ('' AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED ' TUBING IN SEPTIC TANK LEACH FIELDS. `S85°0 00 2" MIN. �D o 6" MIN. CA�o SLOPE AFTER EXCAVATION OF 2 WIDE TRENCH TO THE DEPTHS REQUIRED, THE ----_ 371. 02 1 Q o00 —'"' n WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. 1000tAL"SEPIANK - 50' MIN FROM WELL '�� o op 0 0 orb PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION - 10' MIN FROM HOUSE --_.� 0 4' PERFORATED PVC LATERAL, END CAP - �"' 3/4" TO 1 1/2" SLOPE 1/16" - 1/32" PER FT. OF FINE GRANIED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. J 4" SCH 40 PVC EFFLUENT, SLOPE 1/8" THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING AP FLAGGED WETLAND PER FT MINIMUM LIMIT / CRUSHED STONE STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, / OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN 500 GAL PUMP TANK ' IN ALL CASES. ABSORPTION TRENCH PROFILE ' 2" PVC SDR 21 FORCE MAIN ' NTS ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING lV / PT- „ HAS BEEN INSTALLED. 0 _ PT-1 { p p 'orn ABSORPTION TRENCHES, THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS. et) M r 4 PIPE-IN-STONE TRENCHES EACH 55 LONG. f INSTALLED IN MECHANICALLY STABILIZED BACK• FILL FREE OF OVERFILL TO ALLOW t j / 4" SCH 40 PVC HOUSE SEWER, SLOPE 1/4" SYSTEM FILL MATERIAL 0 N PER FT MINIMUM l STONES OVER 3" FOR SETTLEMENT SEPTIC SYSTEM DESIGN _ ' f 3 BEDROOM RESIDENCE ' WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM PROPO ED WELL TO BE DRILLED; MAINTAIN o ! N 5 ' SETBACK TO SEPTIC TANK & 100'® TH FILTER FABRIC SYSTEM DESIGN FLOW - 330 GPD I MIRAFI 14ON SEPTIC TANK - 1000 GAL SETBACK TO ABSORPTION FIELD 3.0 t ' 35 OR EQUAL 2 TRENCH WIDTH LEACH FIELD - SHALLOW ABSORPTION TRENCHES �," .� DESIGN PERCOLATION RATE = 11-15 MIN/IN APPLICATION RATE= 0.8 GPD/SF 4 y� 2" MIN. A ABSORPTION TRENCH AREA REQUIRED= 413 SF PROPOSED 3 BEDROOM ' = z 2' WIDE TRENCH LENGTH REQUIRED 208 LF HOUSE � Cl) 4 TRENCHES AT 55' LONG (220 LF) 9DO 37 - "� o ppj O 6" G{70000 �O�oo POTABLE WATER SUPPLY TO BE ON-SITE WELL MIN. WELL SEPARATION FROM SEPTIC TANK=50' c0 3/4" TO 1-1/2" MN. WELL SEPARATION FROM LEACH FIELD=100' ,563 sq.ft. A / pRIVEWA`� � CRUSHED STONE O� IRF •�s acres LPG / PRECAST CONCRETE► � '� DISTRIBUTION BOX ABSORPTION TRENCH SECTION 3 NTS FILL MATERIAL NOTES IPF JO°• 94FILL" " MATERIAL SHALL HAVE APPROXIMATELY RATE AS THE UNDERLYING PERMEABLE SOIL.E SAME S' 0 PERCOLATION n FILL MATERIAL, � N83 45,OO�� UTILITIES INCLUDING A 6 INCH LAYER OF TOPSOIL, SHALL NOT BE MORE THAN 30 INCHES ABOVE THE ORIGINAL GRADE. UTILIZE SANDY OR GRAVELY LOAM - 101 �` HUNTER LANE ® MATERIAL MINUTES CONVN11ONAL ABSORPTION TRENCHES C S ARE TO BE CONSTRUCTED O STRUCTED IN M�TFD � TYPICAL SITE FILL MATERIAL TYPICAL ABSORBTION TRENCH SYSTEM FILL MATERIAL WITH IN-PLACE THE FILL AND ORIGINAL SOIL; SEE ABSORPTION FIELD SECTION FOR DETAILS. N 749 R, / AS NECESSARY TO PROVIDE (4) REQUIRED EACH 55' LONG PERCOLATION RATE OF 10-15 MIN/INCH. SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED WITH TRACKED >�02S 3 COVER FOR SEPTIC TANK MECHANICALLY STABILIZE WITH TRACKED�' \� AND HOUSE SEWER EQUIPMENT EQUIPMENT PRIOR TO INSTALLATION OF TRENCHES. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL TOPSOIL ON ENTIRE FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. 6' MIN TO 6 6' MIN TO AREA. SEED AND DO NOT REMOVE EXISTING SOIL OR DAMAGE IN ANY WAY PRIOR TO ' 12" CULVERT EDGE OF TAPERTYP' TRENCH EDGE OF TAPER ESTABLISH TURF INSTALLING FILL MATERIAL. SPACING "SITE FILL" MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANK, ' '::•::. - : HOUSE SEWER PIPE AND DESIRED SITE GRADING MAY BE MATERIAL WHICH IS O i8 24 O O O NOT NECE SSARILY SYSTEM FILL. 1 MAX SLOPE - SITE SEPTIC PLAN - -- -- - - -- - I f- l --2 N-I I (2 TYP. —R ENC—H SCALE: 1 = 30 ' APPROXIMATE EXISTING -GROUNDWATER. --_R I OI C�-_K-O i R -f —_• �-I l•1=-1 I I--� `_I I I—_` _=I I I_— -- i=1 I III ABSORPTION TRENCH NOTE • IMPERMEABLE STRATA APPROXIMATE EXISTING THIS DESIGN UTILIZES SHALLOW ABSORPTION TRENCHES. CUT ALL TREES, GRADE GRADE STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. REMOVE ALL LEAVES, LIMBS AND BOULDERS ABOVE GRADE, DO NOT SCARIFY, ROTOTILL OR REMOVE ROOT STRUCTURE BELOW GRADE. NO HEAVY OR RUBBER TIRED EXTEND TO GRADE D INFIELD AREA. CONSTRUCT WITH ACCESS COVER SHALLOW ABSORPTION FIELD SECTION DIITCIHMENT OR BE MOUPGRADE OFO FIELD TO ROUTE SURFACE RUNOFF RPTION DIVERSION AROUND NTS THE FIELD. PLACE FILL WITH PERCOLATION RATE EQUAL TO OR GREATER INSTALL ZABEL A1800 FILTER THAN IN SITU USEABLE SOIL IN THE ABSORPTION FIELD AREA. MAXIMUM DEPTH OF FILL = 30". U THATIT IS READILY �+ APPROXIMATE REMOVABLE THROUGH TANK SITE SOILS RECOMMEND ALL ACCESS & FINISH GRADE ACCESS COVER S DATA CONSTRUCT ABSORPTION TRENCH IN FILL MATERIAL WITH TRENCH BOTTOM CLEANOUT OPENINGS BE RAISED EXTEND TO GRADE WATERTIGHT COVER SLIGHTLY INTO EXISTING GRADE. TO 6" BELOW FINISHED GRADE. WITH ACCESS COVER -�T-#SOLES TH-i - 7/30%4 BY: CHARLES H. MAINS, MAINS ENTERPRISES, INC 0-7 TOPSOIL CLEARING NOTE —� 7-20" LOAMY FINE SAND 18" MIN " CUT ALL TREES, STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. 5 MINIMUM COVER 20-46 LOAMY SAND MOTTLING STARTS AT 42" DO NOT SCARIFY, ROTOTILL OR REMOVE ROOT STRUCTURE BELOW GRADE. 4" SCH. 40 PVC NO HEAVY OR RUBBER TIRED EQUIPMENT ALLOWED IN ABSORPTION FIELD rm9 ~ TH-2 - 8/20/04 BY: CHARLES H. MAINE, MAINE ENTERPRISES, INC AREA. CONSTRUCT DIVERSION DITCH OR BERM UPGRADE OF FIELD TO 4" SCH. 40 PVC ( POWER I IN 0- ROUTE SURFACE RUNOFF AROUND THE FIELD. PLACE SYSTEM FILL DIRECTLY MIN. SLOPE 3 LIQUID LEVELH FINISHED GRADE 7-1 TOPSOIL 9" LOAMYY ON EXISTING MATERIAL.FINE SAND ' 1/4" PER FOOT MIN. SLOPE EXPLOSION PROOF 19-42" LOAMY SAND INSTALL FLOAT �•--TO HOUSE MOTTLING STARTS AT 10" 1 U RY 1/8" PER FOOT SWITCHES TO OPERATE JUNCTION BOX 10' MIN) PITLESS ADAPTER �� PUMP AND MAINTAIN INSTALL CONTROL 1,000 GAL PRECAST LEVELS AS INDICATED PANEL IN HOUSE TH-3 - 8/25/04 BY: CHARLES H. MAINE, MAINE ENTERPRISES, INC TOWN (FINAL LOCATION OF WASTEWATER SYSTEM) +``i ;_ PT., CONCRETE SEPTIC TANK INLET & OUTLET 500 GAL PRECAST CONCRETE A 2" ANNULUS OF NEAT CEMENT OR 22" GRAVEL FILL, WITH BOULDERS O BUIL.DIN�' BAFFLES TANK AS HOLDING PU �. 3: 350 GAL MIN. STORAGE / MP TANK BENTONITE GROUT IS REQUIRED. 22-30" SILT CLAY LOAM � EVIE�'��Q F' REFER TO CITED PUBLICATION FOR SEAL CASING TO BEDROCK " MOTTLING STARTS AT 26 _�. a • X ABOVE PUMP ON 2" SDR 11 MINIMUM REQUIRED DEPTH OF GROUT �J pATE__�-- o g a SERIE AILTE SERIES FILTER HDPE FORCEMAIN o: a PERCOLATION TESTS - 8/4/04 BY: HUTCHINS ENGINEERING M CO PT-1 - 18" ORANGE-BROWN FINE-MEDIUM SAND STABIUZED PERCOLATION RATE: 6 MIN, 30 SEC PER INCH Y ALARM - 6" O ABOVE 'PUMP ON' PT-2 - 18" DEPTH "0-6 DARK BROWN LOAMY SAND MINIMUM 2X WIDTH PUMP ON 2" SCH 40 PVC OR GALVANIZED WATER SUPPLY WELLS SHALL BE � MAXIMUM 4X WIDTH VOLUME OF DOSE PIPING INSIDE WET WELL THROUGH CONSTRUCTED IN ACCORDANCE WITH 6"-18" ORANGE-BROWN FINE-MEDIUM SAND C� 4-5" TO BE 100t GALS WALL THE STANDARDS OF NYCRR 5-13 SUBMERSIBLE PUMP STABILIZED PERCOLATION RATE: 3 MIN, 30 SEC PER INCH PUMP OFF TITLED "RURAL WATER SUPPLY" ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL 12" MIN. GATE VALVE PT-3 - 8/17/04 18" DEPTH ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 0-18" GRAVEL WITH BOULDERS 7771 REDUCING TEE POINTED DOWNWARD STABIUZED PERCOLATION RATE: 14 MIN PER INCH WITH 1" BALL VALVE THROTTLED TO 4 RECORD DRAWING 2/8/2007 ALLOW TRICKLE DRAIN BACK INTO NOTES: WETWELL 3 MOVED HOUSE & REDUCED FOOTPRINT 8/9/2005 -SEAL ALL OPENINGS WATERTIGHT Q-SET ALARM 6" ABOVE "PUMP ON." UNION 2 UPDATED HOUSE FOOTPRNNG PER ARCHITECT 6/3/2005 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK -LIQUID VOLUME BETWEEN "PUMP ON" 1 MOVED ABSORPTION FIELD PER APA COMMENTS 8/30/2004 STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AND "PUMP OFF' TO BE 100 GALLONS. SIMPLEX EFFLUENT PUMP WELL DETAIL D ISSUED FOR APPROVAL 8/s/2004 AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. -INSTALL POWER & CONTROL WIRES TO GOULDS 3885 CONTROLLER WITH ALARM IN HOUSE. WE0312L 230V NTS No. Revisions Date 2. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR -USE 500 GALLON MIN. PRECAST TANK SINGLE PHASE SYSTEM �+ �-+ GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, FOR PUMP CHAMBER. SEPTIC SYSTEM DESIGN • CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A -INSTALL GOULDS MODEL 3885 STABLE BASE. WE0312L 230V SINGLE PHASE CHECK VALVE 25 GPM PUMP AT 20 FT HEAD. Gabrielsen Residence 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY -PROVIDE "r WITH GATE VALVE TO ACT HUNTER LANE - RIDGE KNOLLS DEVELOPMENT CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. AS A DRAIN.-CONTRACT PROPERTY LINES, BOUNDARY INFORMATION, 4. ALL JOINTS MUST BE SEALED, ELECTRICAL SERVICE PRIOR TO R SHALL VERIFY (STING MAP REFERENCE AND EXISTING TOPOGRAPHY PREPARED BY PURCHASING PUMP. Town of Queensbury, Warren County, New York SITE BASE INFORMATION FROM "MAP 8,Y1 Du OF A SURVEY MADE FOR FRANK '� Drawn: LWD Checked: GTH Scale: NOTED Date: 5/26/04 Steves SEPTIC TANK DETAIL ! GABRIELSEN" 169 Havilond Rood BY VAN DUSEN & STEVES Land Surveyors Queensbury, NY 12804 29053 01 t NTS LAND SURVEYORS isQ gadLnd Road Quee �aabn , New York 12801 - DATED NOVEMBER 17, 1997 (516) M-"74 Now Yoi Ur- No. 50135 Hutchins Engineering {518) 745-0307 Phone 518 745-0308 Fox EROSION & SEDIMENT CONTROL NOTES 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM SWALES AND DITCHES AND AS INDICATED ON THE PLAN. -.� 2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED TO FORM A PERVIOUS BARRIER S 3 04100°E IN THE SWALE OR DITCH. 371.02' 3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH EACH BALE TO - ANCHOR IT IN PLACE, CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU OF STAKES TO STABILIZE BALE TYPE SEDIMENT TRAPS. 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. ' APA FLAGGED WETLAND LIMIT 5. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS POSSIBLE TO PREVENT EROSION, AND EVERY BARE EARTH AREA SHALL BE SEEDED AND MULCHED AS / SOON AS PRACTICAL. TEMPORARY RAPID GROWTH COVER CROPS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION. 6. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT / TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER GRASSES, \ OR WHERE FILL AREAS ARE EXTENSIVE. 37 7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING OVER \ SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2%. ALL SWALES AND UNLINED 89,563 S q.f t. DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR(4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 POUNDS per ACRE AFTER JUNE, ALL / 2. 0 6 acres \ / SF SF $� �-� SF SEEDED AREAS SHALL BE MULCHED NTH STRAW IMMEDIATELY. 8. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN EROSION CO o TH-1 1 AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. - O N ? / 1 PROPOSEDIMENT CONTROL FENCESF SF ^SF �---- SITE SOILS DATA ' (TYPICAL) SF +�� SF '� `�"'"Vs '�`� _ TEST HOLES /_ .•� "'� TH-2' ` f W TH-1 - 7/30/04 BY- CHARLES H. MAINE, MAINE ENTERPRISES, INC PROPOSED 3 c 0-7" TOPSOIL BEDROOM HOUSE 00 7-20" LOAMY FINE SAND f XPROPOSED O 20-46" LOAMY o WELL . +'+*+*�'.* O / MOTTLING STARTS AADT 42"+ + + + + + f + + + +++++++++++++'+++++++* -3 H-2_ - 8/20/04 BY: CHARLES H. MAINE, MAINE ENTERPRISES, INC PROPOSED STORMWATER RETENTION ` +•+++'+++++++++`+* 0-7" TOPSOIL ' 3 a 7-19" LOAMY FINE SAND -- AREA; GRADE SHALLOW DEPRESSION i + + + + , i + + �+ � � r AND FORM PERIMETER BERM, 1650 SF / 19-42 LOAMY SAND + + + + + + + f 4 + + + + 4 + + i l •• 1 TO BE PROVIDED, AVG. LIQUID DEPTH = +++f++++++++++++i ' ' ` * ' ` * ` * ' MOTTLING STARTS AT 10" 4", 545 CF TOTAL STORAGE r++ ++r**++ .++'+`++•+•+f++�+ TH-3 - 8/25/04 BY: CHARLES H. MAINE, MAINE ENTERPRISES, INC '♦'+`+'+`+'+++++`r / \ (FINAL LOCATION OF WASTEWATER SYSTEM) + + + , . * + , 22" GRAVEL FILL, WITH BOULDERS i + + + + + + + r + ` +++++++++++++fi+ " \ + + + + * + + + _ Cl) 22-30 SILT CLAY LOAM + + f + + ♦ ♦ f MOTTLING STARTS AT 26" \ + + + + + + + ♦ /I .n + + f + + + + 4 r � SF � O r + + + + + + + + + + + + _ 10'-0" \ + + + + + f f + O.C. MAX. + + + + + + + + + + + + + / PROPOSED .� + + . + + + . + + + + , IVEwAY -- + + + + + + ♦ + + • + + + * * + * + + + + + f + + + + + + + + IRF + + + + + + + ++ + * * ♦ + + + . 36" FENCE POSTDRIVEN MINIMUM 16" INTO GROUND I P F r00• \ 3 3 SILT STOP EMBED IN � S 3 z 8 GROUND 8" MIN. q / / N83°45, Q' UTILITIES " z 20 HUNTER LANE TED 0 SOIL BACKFILL N>ro � 4V R2S,30a� � PERSPECTIVE 36" FENCE POST 12 CULVERT � SILT STOP EMBED IN N GROUND 8" MIN. O� PLOW �. 0- U) z UNDISTURBED GROUND _ STORMWATER & EROSION CONTROL PLAN SECTION SCALE: 1"= 20' SEDIMENT CONTROL FENCE DETAIL NTS IMPERVIOUS AREAS STORMWATERa53` ' ^���DESIGN CRITERIA LICENSED PROFESSIONAL TOTAL LOT AREA 89,563 SF = 2.06 ACRES TOTAL IMPERVIOUS AREA 2695 SF ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. TOTAL DISTURBED AREA 14,100 SF QUEENSBURY SIZING CRITERIA - 147-9(A) 1.5 GPD/SF PROPOSED IMPERVIOUS AREAS RETENTION VOLUME REQUIRED 4043 GALS = 541 CF HOUSE, GARAGE, PORCH 1820 SF TOTAL RETENTION VOLUME PROVIDED 545 CF ASPHALT 875 SF SHALLOW RETENTION AREA 545 CF 0 ISSUED FOR BUILDING PERMIT 7/11/2006 TOTAL IMPERVIOUS 2695 SF No. Revisions Date PERCENT IMPERVIOUS 390 STORMWATER & EROSION CONTROL PLAN Gable __, Residence . HUNTER LANE - RIDGE KNOLLS DEVELOPMENT - PROPERTY LINES AND BOUNDARY MAP REFERENCE INFORMATION PREPARED BY SITE BASE INFORMATION FROM "MAP OF A Du Town of Queensbury, Warren County, New York 8n do �� Drawn: LWD Checked: GTH Scale: NOTED Date: 7/11/06 SURVEY MADE FOR FRANK GABRIELSEN" Steves PREPARED BY: VAN DUSEN & STEVES LAND Land Surveyors 169 Haviland Road SURVEYORS, DATED NOVEMBER 17, 1997 A6 Queensbury, NY 12804 169 Haviland Road Queenebury, New York 12801 (518) 745-0307 Phone 29053-02 (618) M-"74 New York Lie. No. 50135 Hutchins Engineering 518 745-0308 Fax