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2012-453 OW, TOWN OF QUEENSBURY 742 BayRoad, uccnsbu NY 12804-5902 (518) 761-8201 �_ Q rY, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120453 Date Issued: Wednesday, May 22, 2013 This is to certify that work requested to be done as shown by Permit Number P20120453 has been completed. Location: 150 ROCKWELL Rd Tax Map Number: 523400-290-010-0001-005-002-0000 Owner: JON SWANSON Applicant: JON SWANSON This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property 1 )45(L--- owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QLFI NSBURY 7.4213,ivl�oa(I,(7iick!ii.sl)tirv,N1' 128�)4-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120453 Application Number: A20120453 Tax Nlap No: 523400-290-010-0001-005-002-0000 1'ermission is hereby granled to: JON SWANSON For property lucaml n: 150 ROCKWEIA. Rd in rhe:Town of QueLmsbury, to construct or place at tile abovc location in accordance with application together with plot plan,,,and other information hereto filed 7III and approved and in compliance with the, NYS Uniform Building Codes and the Queensbl.11'v ZO i Ig Ordinance. Type of Construction Value Owner Address: JON & DIANE SWANSON Fireplace 150 ROCKWELL Rd Garage Attached QUEENSMAZY NY 12804-0000 Single Family Dwelling $350,000.00 Total Value 5350,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency I 1ILLTOP CONSTRUCTION 51 CROWLEY Rd HUD�SON FALLS.NY 12839-0000 Plarr",& Specifications 2012-453 Single lana Dwelling I st [Ir 1,3 11 sf, 2nd I'11. 1,670sf, Attached Garage 949 st', 3-Season Porch 230 sf Rec I"ee paid 5761.55 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, October 04, 2013 (If a longer period is required,an application for an extension must be made to the code Enforcen-leill Officer of the Town of Queensbury before the expiration dale) Dated at the Town of Queensbury; Thursday, October 04,2012 SIGNED BY for she Towyn of Quccrlsbur),. Director of Building& Code I'Mforcernent r s"_.>_-`"'"£9010 OFFICE USE ONLY SEP 1 8 LU i2 TAX MAP NO. 13961.10- 1-T , PERMIT NO. / �- i 3 U+ FEES: PERMIT 7£oJ,JJ RECREATION JOZ) ENGINEERING f 540D (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: Jon Swanson OWNER: SAME ADDRESS: 35 Masters Common South ADDRESS: PHONE NOS.745-7411, 745-7220 PHONE NOS. p CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: SAME PHONE: SAME 0).1LOCATION OF PROPERTY: 150 Rockwell Road (E side of Rockwell, S of Howe Dr. ) / HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ® YES 0 NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: 46-2012, 8/31/2012 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT po APPLY TO YOUR Z f- 0 d C{ w - w PROJECT O 00 O CC _I O ml— _ w tL ti I Q U W � C'J z d I- F- O � � WZ Z < < to' cvu) 0u I— LL 0Zot SINGLE FAMILY X 1311 1670 2981 35 ' 2" TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED X 949 GARAGE(1,2,3) Ct AI OTH G+1 (,3 5S e zal Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: $350, 000 FUEL TYPE: Geothermal HEAT TYPE: FHA *HOW MANY FIREPLACE(S): 1 AND/OR WOODSTOVES(S): 0 ZONING CATEGORY: SR-1A ARE THERE WETLANDS ON THIS SITE? YES IS THIS A HISTORIC SITE? NO PROPOSED USE OF BUILDING OR ADDITION: Single family residence ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? NO ARE THERE EASEMENTS ON PROPERTY? NO *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed 4.1111'• Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(&_queensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 P 101-- 1s3 Revised 4/14/2010 APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building &Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. SEP 18 2012 Important Note To Applicant: Rouqh-ln and Final Inspections Are Required: Owner:: Jon Swanson Installer/Builder: Address: 35 Masters Common South Address: Phone Nos.:745-7411, 792-6766 (mobile Phone Nos.: Location of Property: 150 Rockwell Road Subdivision Name: R. Case Prime Location of Proposed Construction and/or Installation: 150 Rockwell Road Contact Person for Building &Codes Compliance: Jon Swanson Fuel Burning Applicance Wood Coal Pellet Gas Oil Information Stove Fireplace Insert • 1 Fireplace, factory built* X Fireplace, Masonry Furnace, (Garage Only) * If Factory Built, Please Provide: Manufacturer Name: Model No. Listed By: Number: Chimney Information BLOCK BRICK STONE Masonry** Check One,/ TILE STEEL SIZE IN INCHES Flue Check One ✓ DOUBLE WALL TRIPLE WALL INSULATED DIRECT CHMNEY VENT LINER Chimney Material Check One,( X ** If Non-Masonry, please provide: Manufacturer Name: Model No. ADDITIONAL NOTE: CONSTRUCTION / INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 8 Po_A-153 )) j) C /) > Revised 4/14/2010 Town of Queensbury Highway Michael F. Travis Department SEP . 8 2012 Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413 Office Phone: (518) 761-8211 Thomas R. Vanness Fax: (518) 745-4466 Deputy Superintendent Home (518) 745-0929 www. Queensburynet DRIVEWAY PERMIT 8/9/2012 Date: Jon Swanson Applicant Name: 150 Rockwell Road Address to be inspected: 35 Masters Common South, Queensbury, NY 12804 Return Address: 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: (X) Preliminary Approval Need: ( ) Slight swale ( ) Deep swale (x) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( )15" ( ) 18" ( )24" ( )36" Preliminary inspections complete Date: ,:?//-1/1,2— Approved byHigway Sup - �, Deputy Supt.: PP 9 Y P Y P Upon completion, pl a e resubmit this approved permit for a final approval. Step 2: ( ) Final Approval ( ) Rejected RECEIVED Date: Town of Queensbury AUG n 7 2012 Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent Highway Department Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 \ A 4� s Project: Swanson Residence 13P l -2153 Site Plan 46-2012 Date: 22 August 2012 Scale: 1" = 80' Aller Owners:Jon & Diane Swanson 35 Masters Common South Queensbury, NY 12804 * Revised per 8/21 Planning Board meeting to add orange construction fencing where work is occurring within 25 feet of setback to wetlands. Construction Entrance Proposed O * Orange 16 Well y0) Construction Fencing Where Work Within p25' Of Setback CI Q 77' p =_ice 27 b CC ' ` J I 150'Well to Septic W ' 0 I Proposed ! YI Septic 0 CC Stockpile Silt Fence Seeding rates and mulch per P Appendix E as applicable / O e-1 • M Z` 100' Setback ,' From ,/ Stream/Wetlands Sheet 1 Revised 4/14/2010 OFFICE USE ONLY / TAX MAP NOa. b-/D"1-5 MIT NO. /�'— 7 6P IT FEE SEP 1 8 2012 APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: Jon Swanson INSTALLER: Hilltop Construction ADDRESS: 35 Masters Common South ADDRESS: 51 Crowley Road, Hudson Falls 745-7411, 792-6766 (mobile) 518-798-0338 PHONE NOS. PHONE NOS. LOCATION OF INSTALLATION: RESIDENCE INFORMATION: YEAR BUILT NO.OF x COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED? NO 1981-1991 X 130 = SPA OR HOT TUB 1992-present 3 X 110 = 330 INSTALLED? NO PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING X STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND X LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL X (If well:water supply from any septic system absorption is: 150 ft) I PERCOLATION TEST: RATE IS 0 : 45 PER MIINUTE PER INCH[moil (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: 12 50 GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: Iffi ABSORPTION FIELD(WITH NO.2 STONE) Total length 250 ft. Each trench 5 X 50 o SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary Sewage Dispos nce. codes(aqueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Signa re ofr-eron Res_pinsible 111 Dae www.queensburv.net wn of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 J u (35)161t.. Town of Queensbury Fire Marshal iI 742 Bay Road Queensbury, NY 12804 - 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/ Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit# I c)-415 3 Schedule Inspection 1- ' 115 Time 9 / , am T anytime Inspector r" "'T Name S (Dal\SO e Address l5t 7,1c...,1wet/ i' d Rough In_Final V Appliance Manufacturer 'lfl�&it—Pc Model# Dk , 35 l..L (J‘lIvrt by i i ` Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection k r 1', nJ� "0 tom^^ 44 � � (1 ,,�,, ( +. Clearances to Combustibles (all sides) �( q cQ 3 3 �C /\ Firestop(s) Vertical Chase Wall Penetration X Vent Clearances to CombustiblesN n Vent/Chimney Termination P �/ Chimney height must be 3 feet above roof ,NA1 ( j -17 penetration;2 feet above any combustible C JY" `\\ construction within 10 feet - Gas Shut-Off Valve K ,— Combustion Air x Hearth Extension (if any) ,x` Mantel Height above f/p opening J Witness Operation Tank Placement (if LP) CO Detection x CSST Bonding White—Building Dept. Yellow—Customer Pink—Fire Marshal i4 es 9--0 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm De : am/pm Date Inspection request received: Inspector's Initials: C ,� NAME: 62,6 PERMIT#: °I-415-3 LOCATION: /SD KOcK to PA ( D( DATE: 54 .I- I TYPE OF STRUCTURE: Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location ,(,.� 1 ,✓� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches �y Z/kN-) Roof Complete/Exterior Finish Complete J Zl �1 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 f` Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches �i- Deck Bracing/Handicapped Ramp Compliant 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 \rk-Ar 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 to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. t Emergency egress below grade Q �_ 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 -•} Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 ) / Enclosed Stairs Sheetrock Underside minimum'/"Gypsum G� Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door 1 door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/O j Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Forms1Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008;Revised 6126/08; Revised 12/22/10, Revised 04/13/11 �7 i C C31 .1 1 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm. Dee- : e `min/pm Date Inspection request received: Inspector's Initials: NAME: C9f PERMIT#: 0 0—'/ 5 3 LOCATION: x_'5" 1 R0eK u')P14 Rd DATE: 1- 13 TYPE OF STRUCTURE: Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake L Q v ( � 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete �J Platform at all exterior doors e)10 Handrail 4 or more risers � Guards at stairs, decks, patios more than 30 inches above grade Guard at stairwell at 34 inches or more ti 14iVC__ Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant � Grade away from foundation 6 inches with 10 feet ►'�' 6 inch clearance to sill plate 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/Carbon Monoxide Detectors eT)„, 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 to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss, draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site \..77C Oil Furnace shut-off at entrance to furnace area L/ Furnace/Hot Water Heater operating (t) Low water shut-off boiler Relief Valve(s) installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum %"Gypsum ti Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer l% Gas Logs in Sealed or Glass Enclosure _Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0 j Temporary!Permanent] (1. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Mori `r'--// Queensbury Building & Code Enforcement - Residential Final Inspection``� Office No. (518) 761-8256 Arrive: am/pm Depart: IP m/pm Date Inspection request received: Inspector's Initials: NAME: S ,(A i/1S b✓t PERMIT#: / A--' 153 LOCATION: / 50 p a-M t1J elt 1431 DATE: S ad-/ 3 TYPE OF STRUCTURE: Comments: Yes V N/A 4" Building Number Address visible from road Y Chimney Height/13"Vent/Direct Vent Location l � Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches c-, 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 / cD Guard at stairwell at 34 inches or more V/ -=- -.a7 _c 1 _ ' Guard at deck,porches 36 inches or more V> / Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches .c7 / _.i Ir`r 1. 1 's 4'R Deck Bracing/Handicapped Ramp Complianti� Grade away from foundation 6 inches with 10 feet � `J��V 0 A 6 inch clearance to sill plate r,/{j Gas Valve shut-off exposed/regulator 18 inches above grade v — ��I� Interior privacy/trim/doors!main entrance 36 inches //"' Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety7 gi ng t/ FZ. a- -1/4"-r)C-( Interior Smoke Det ors/CarbonMonoxide etectors Every level: Every Bedro m: / Outside every bedroom area: / Inter Connected: W Battery backup: /1 �' Attic access 30 inches x 22 inches x 30 inches(height)in accessible area V / �- &Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents �/ Bathroom Fans,if no window 11-7(.3.f-L_5a-c- --- Plumbing fixtures Foundation insulation to floor/Sticker on Panel g �' Duct work sealed properly/Blower Door Test Certification �/ / Floor truss,draft stopping finished basement 1,000 sq.ft. / E/ Emergency egress below grade V7t7 Gas Furnace shut-off within 30 feet or within line of site ✓ Oil Furnace shut-off at entrance to furnace area FurnaceMot Water Heater operating Low water shut-off boiler / 7 Relief Valve(s)installed/Heat Trap/Water Temp 110 Z �� '/: Enclosed Stairs Sheetrock Underside minimum "Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched0: M \•) -3'S Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure 1\1W1\11 - � Final Electrical; Energy Saving Light Bulbs 50% 747 Final Survey Plot Plan SCr -ef-- Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding /---;"0 -v -0046::, -CI_D kk1 As Built Septic System/Sewer Dept. Inspection Sticker �w�ra � SitePlan /Variance required Flood Plain Certification, if required Okay to issue C/C or C 1 O[Temporary/Permanent] ilefr L:1Building&Codes Forms\Building&CodeslInspection Fomis\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 11-29-'12 10:09 FROM-Ellsworth T-139 P0002/0002 F-232 '.i '`, . 1�, 1.,; n1 . . . L i t< • 4,J•O__•D4VY<®uU V/ 'cit , i he P---: LI c ,,-.. . ♦p � caU-g 3Y 1•1.inuu.9. v a dam ,: t:. U — ,iii • - '.. Y < • ,� , d ?ZUDU,,,■<Gu ■♦0A tr . .'"**5 .. U / NORTH EAST BUILDING PERFORMANCE ADVISORS Serving the Capital District, Saratoga and Adirondack Regions May, 17 2013 7 Rocky Ridge,Warrensburg,NY 12885 Hilltop Construction Inc_ 51 Crowley Road Hudson Falls,NY 12839 RE: Blower Door Test for NYS Building Code Mr_ Tom Albrecht Jr.: After inspection of the home built by Hilltop Construction Inc. at 150 Rockwell Road, Queensbury,New York and completion of a Blower Door Test consistent with the practice of depressurization to 50 Pascal in a winter condition with the exterior windows and doors shut and the interior doors to all the rooms open,my observations are as follows: 4. The home passes the current New York State Building Code for Aix Changes per Hour @ 50 Pascal of less than or equal to 7 ACH/50. The tested number is 339 ACH/50: 1675 CFM/50 times 60 minutes divided by the volume of the heated space. i The total heated volume of the house is 26505 cubic feet taking into consideration the first floor living space and the 2"floor area with cathedral ceiling_ The cubic feet per minute @ 50 Pascal was 1675 CFM/50. The height correction factor for New York State is 15.4 for a two story building,as such the tested home @ 150 Rockwell Road has the natural rate of air exchange of 0.246 air changes per hour/natural. o. Average homes built today typically have air change rates from 0.5 to 1.0_ Extremely tight new construction can achieve air change rates of 0.35 or less.Homes with air change rate was below 0.20 ACH, would require some form of mechanical ventilation to bring in fresh outside air for the occupants and to control humidity. Since the blower door test indicates that currently the house has an air exchange rate of 0.246 air changes per hour natural mechanical ventilation is not required,but I would recommend use of the kitchen and bathroom fans to help control humidity and improve indoor air quality. . My credentials are as follows: D BPI Certified Building Analyst D BPI Certified Envelope Specialist D BPI Certified Heating Professional A HERS Rater + If i c questions regarding my findings please feel free to contact me. Since :/, J J:• tillar 1.888.472.2774 7 Rocky Ridge Road 4A Vatrano Drive Warrensburg,NY 12885 Albany,NY 12205 Phone(518)623.7016 Phone (518)350.2941 Fax(518)623.7015 Fax (518)694.0102 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: 5— pi-1-13 J3 NAME: S u LOCATION: / 6-D & C tC tjJ&JR( PERMIT#: ie- 'ti 53 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of .� Community Development. Upon review the survey has b en: A) Craig rown, Zoning Administrator Notes: 4.101 1000 QV , L:\SucHemingway\Building,Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc I I I I 1 I LEGEND CIRF = CAPPED IRON ROD FOUND 10-T= UTILITY POLE ®= WELL Io y �T c ' MAY 14 2013 r '� �r 424 N a6105'39" W CIRF sN 1 t/ 0 Steve D'��p�\gyp \�� S 'UNMMWIIEO ATEAAWN ON ADOIIION TO A WRKT MAP REM 0 A.00ENSFD FANO WNAYMS S IS A VO M)N I, SECMM 72O9. SUS-O6}y0N ; W ME NEW YW STATE EWCAV)N AW.' 'ONLY COPIES M ME ORIGINAL OF MIS SURVEY ZED WITH M IAN ON ME M THE IAJYO INN Map of a Survey made for .. ,. .. Scale V=60'Date: May 6, 2013 J 5WAN50N C2723 DWG. No. 04236 (518) 792-8474 New York Lic. No. 50135 - Ate..•.._,.._ ` - I +wA` � ILOT 1 l AREA a 236 72.AgeSFeet v LOT 2 5.44 a v o LANDS N/F OF Tn JONATHAN M BOWERS w Io y �T c ' MAY 14 2013 r '� �r 424 N a6105'39" W CIRF sN 1 t/ t V Steve D'��p�\gyp \�� S 'UNMMWIIEO ATEAAWN ON ADOIIION TO A WRKT MAP REM 0 A.00ENSFD FANO WNAYMS S IS A VO M)N I, SECMM 72O9. SUS-O6}y0N ; W ME NEW YW STATE EWCAV)N AW.' 'ONLY COPIES M ME ORIGINAL OF MIS SURVEY ZED WITH M IAN ON ME M THE IAJYO INN Map of a Survey made for .. ,. .. Scale V=60'Date: May 6, 2013 J 5WAN50N C2723 DWG. No. 04236 (518) 290.111-5.2 F [�^� ® I`J 169 Haviland Road Queensbury, New York 12804 SEAS JRVE DESPREEWTd EEVAI0CUEM i' •CERBACAnI)NS INDICATES MEREOII 9GMff MAT MIS WR,£Y WAS PREPARES IN ACCE,MOWR W9M ME ENSnNC CWE Of PNACTCE GQ4 IAJIU SUflYEY0N5 ppCp1ED " ME NEW YOM STLarid ALE ASSOPAnLII OF PROFES5ONA1 UNO SURVEYORS _A CERERt 'A ',g SyAly qON CDEY TO ME PERSON FOR `NIGH ME WgFyy IS PREPARED, AND ON WS SEHP TO ME MlE COMPNIY. GOVEFWMENTPL AGENCY AND I"IENOING INITION LVED HEREON. AND TO ME ASUGNEES V ME ENDING,rflMnON.- JON gC DIANE Town of Queensbury, SWANSON _ - Warren County, New York ' - S-1 SHEET 1 OF' - 5WAN50N C2723 DWG. No. 04236 (518) 792-8474 New York Lic. No. 50135 - IN DATE DESCRIPTION 290.111-5.2 F Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm art: Jam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: • `' �`` NAME: PERMIT #: 2v L2 11 LOCATION: l ¶cam r' a ` rat INSPECT ON: 2, k TYPE OF STRUCTURE: Y N N/A I Rough Plumbing/ Nail Plates Plumbing Vent/Vents in Place 1 % 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 . •r15minutes ., 'Insulation Residential Check I Commercial Check or Similar Exterior Sealant Proper Vent, Attic Vent Door I Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape 16 sl- COMMENTS: IL -2 pAs ut-YEA-4)-A4" D _)\/?5 Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 pi\ fl (N -/ O Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm DepartCam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: . NAME: _ r PERMIT #: / LOCATION: /5c) d-Ww e li 28- INSPECT ON: 9. IF/3 TYPE OF STRUCTURE: S' F Y N N/A f Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain I Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.1 for 15 minutes Insulation / Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door I Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If r- •uired unheated s•aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: '� L_‘K_ A (.3 , !-, i rTh 14; iziAtet . 6kA, k i ' Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report ) to2A 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: ttn h NAME:_ PERMIT#: LOCATION: / ) % e i J INSPECT ON: TYPE OF STRUCTURE: , r— Y N NIA COMMENTS: Framing '� Attic Access 22° x 30" minimum 1../U2 f C GLIAL 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 Exterior Deck Bracing 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 Botts 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 '/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 L:1Building&Codes Forms-OLD\Building&Cod \inspection Fomns\Framing Firestopping Inspection Report.doc Revised January 7,2008 Fr/el Rough PlumbingI Insulation Inspectin Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p Depart: i 7$am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ` NAME: o PERMIT #: -q53 LOCATION: / 5 Z j O_< t E/1 _ INSPECT ON: IFS TYPE OF STRUCTURE: D Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place _ 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/chano 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 I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape C) -91 (i4 COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 Framing / Firestopping 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: (' A.CD [ NAME: PERMIT#: . � LOCATION: INSPECT ON: TYPE OF STRUCTURE: �C y' Pll NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers . Bracing)/-Bridging i J` i✓i��-`� Joist hangers _— Jack Posts/Main Beams Exterior12beefing nailed properly ��C. -� Headroom 6 ft. 8 in. Stairwells 36 in. or moreExterior Deck Bracing 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 Fire wall 2, 3, 4 hour Firestopping Penetration sealed T 16 inch insulation in cavity mica. Garage Fire Separation House side 'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:1Building&Codes Fonts-OLD\Building&Codes\Inspection Fomns\Framing Firestopping Inspection Report.doc Revised January 7,2008 r' Framing / Firestopping Inspection Report Lc)i( l % // Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: �1 /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:({)u - V NAME: � l PERMIT#: I <i3 LOCATION: Sb ;� �, t.JF. j I INSPECT ON: TYPE OF STRUCTURE: (-) A Y \ PIA COMMENTS: Framing — Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing /Bridging ✓ \ r�� Joist hangers i Jack Posts Posts/Main Beams Exterior sheeting nailed properly 1S 12" 0.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/ Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D 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 Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min, — �•J c � \% Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall _ y Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf grade L:\Building&Codes Forms-OLD\Building&Code\ins n Famis\Framing Firestopping Inspection Report.dooc Revised January 7,2008 1`.--Zttby—s 4, 4 ( )(:) Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: ((.�1 �,-- Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT NO.: 40/,;— `S LOCATION: I I► 7.4 _ INSPECT ON: /7/3- / i.a...._ RECHECK: Comments and/or diagram Soil Type: Sand /'Loam/Cray Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance i"" ft. Other wells: ft. Well Casing Length 50' +'/ - • Y N N/A t7/1,-Uc [150'to well required if NO] i`" � i Absorption Field: Total length uv ft. Length of each trench • _ih- ft. r Depth of trenches ft. �J Size of Stone Seepage Pits: Number Size: Stone Size: Piping Size Type Building to tank 14.2 Tank to Distribution Bdx t t'tu �,,�c Distribution Box to Field / Pit `s 1Z'34c -I C.� Opening Sealed: / N End Cap V_ N Inlet/Outlet Pipes & Baffles firRi0 , 0172) vL Manholes 12"or less below grade Y /N/- — [provide extension collar if Yes] Y 1 �.. Location / Separations Foundation to tank (J ft. _Foundation to absorption C ft. Separation of Pits 1:4'I --fte' Conforms as per Plot Plan ^Y Engineer Report and As-Built Y y., N ETU Maintenance Contract Y N provided Location of System on Property: ,tel Front Rear Left Side Right Side Middle Front Middle Rear system Use Status? /Approved I Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc Foundation Inspection Report Office No.(518)761-8256 Date Inspection i 1 ' Queensbury Building&Code Enforcement Arrive: 7:62-1 : • Depart: ;? ,� wpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial-. NAME: 5 L=)r1 N PERMIT#: LOCATION: ( f ( r,-04-r!) INSPECT ON: 1 // // / z TYPE OF STRUCTURE: C-7W)0 // 1 Comments Y N N/A F stings \ fI iers // Monolithic Slab 7 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 qting Drain Stone: �= 12 inch width 6 inches above footing F a. 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:\Buuding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: /9/7.0 Queensbury Building&Code Enforcement Arrive: am/pm Departr-y . am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:C , , NAME: )(iV /J� /7 /f / � PERMIT#: LOCATION: 1S71 j r? i l j�crtr)INSPECT ON: /UAW TYPE OF STRUCTURE: c J� Comment Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing )ooting 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 j h u rsda 10 Foundation Inspection Report ( SZcQ P � Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: < .am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: #.19 NAME: 4 PERMIT#: - 3 T LOCATION: 157 4Z)c'_4{ co(c)// INSPECT ON: /Q`: TYPE OF STRUCTURE: .g I 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 Dampproofm Foundation Waterproofmg 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ko,k ,--am/pm-� -am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (3t'U k . NAME: ^nom" PERMIT#: 1 41 LOCATION: (r,c,.i .Lam, c'./1 INSPECT ON: 1 £; = .� 3 TYPE OF STRUCTURE: Cn!- 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 f(51-- 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 C-S2-(3'111-‘" :-'" Foundation Inspection Report J ,b-eitecit) Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: t ,�am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: /`f_o_ �• , ") NAME: cQ)0' y1 S O ll PERMIT#: / -YS. LOCATION: 7)CK cz eINSPECT ON: /0 TYPE OF STRUCTURE: s F ,r) 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 , 4,-7.0. Footing Dowels or Keyway in place 5 Foundation Dampproofmg Foundation Waterproof-mg 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report c>9 36 `-",. pfnr1 Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Dep • am/pm 43 3Pe' 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: a A NAME: ''N. .44—`Q► `"`PERMIT#: � - 7 53 LOCATION: 15 o Roe 1<,,,,e. L )d--• INSPECT ON: ( 0 f r�''/ ;)-e 1 TYPE OF STRUCTURE: Comment Dmo-c- - ,,Dts_pi„) 1L: Piers V 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 4' < Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg L Foundation Waterproofmg 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 Project: Swanson Residence &\5 1 Site Plan 46-2012 Date: 22 August 2012 ?I) Scale: 1" =80' It Owners:Jon & Diane Swanson 35 Masters Common South Queensbury, NY 12804 * Revised per 8/21 Planning Board meeting to add orange construction fencing where work is occurring within 25 feet of setback to wetlands. Construction Entrance Proposed O * Orange Well y0) Construction Fencing Where Work Within MIMMOI25' Of Setback Ir Q 77' ' i — � 27 c 150'Well to Septic UJ `, " , l Ir'•••'••••••,,,• '' I Proposed Y I Septic 0 CC Stockpile Silt Fence Seeding rates and mulch per Y Appendix E as applicable / O 1-1 M "kZ100' Setback ,' From Stream/Wetlands Sheet 1 Project: Swanson Residence be \ - j53 Site Date: 22 August 2012 Scale: 1" =80' AlIt Owners:Jon & Diane Swanson 35 Masters Common South Queensbury, NY 12804 * Revised per 8/21 Planning Board meeting to add orange construction fencing where work is occurring within 25 feet of setback to wetlands. Construction Entrance Proposed p * Orange Ip Well •y0) Construction ptor Fencing Where Work Within Mi1r 25' Of Setback r D �� ' O 77' ---.r, ' 27►' i J i 150'Well to Septic .J , W la I Proposed Y _. I Septic � 0 Stockpile Silt Fence 3 Seeding rates and mulch per Appendix E as applicable i O r-1 • M ,* 100' Setback NJ From Stream/Wetlands Sheet 1