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RC-0180-2023
Office Use Only PRINCIPLE STRUCTURE PERMIT APPLICATI ON Permit#: ' O ISO ' ZBZ�J Permit Fee:$ 1• Town of Quccnsbury 742 Bay Road, Queensbury, NY 12804 *Rec Fee:$ NIP — r d Wei`► P: 518-761-8256 www.queensbury.net Invoice#: Flood Zone? Y L% Reviewed B‘4 Project Location: 1— Z(�1 PEA DiZtVE Tax Map #: - - Z _ 1 bdivision Name: *TOWN BD.RESOLUTION 385-2020:$1000 recreation fee for new dwelling units:singlefamily,duplexes/two-family, multiple family, apartments, condominiums,townhouses,and/or man ufact rid•&'°xnodularIhomes, but not mobile homes.This is in addition to the permit fee(s). ,?J I , PROJECT INFORMATION: Li APR 2n Residential Commercial, Proposed Use: COO , �. ,Single-Family: Two-Family • Multi-Family(#of units: ) 1. ,Custom 2. _Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) Townhouse Garage (#of cars ) Business Office Retail Hotel/Motel Industrial Heated Warehouse/Storage Building Unheated Warehouse/Storage Building Amusement Ride Other(describe: MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1ST floor: 0 1ST floor: 0 2"d floor: 2nd floor: 3rd floor: Total square feet: d Basement(habitable space): Total square feet: (I (g Principle Structure Packet Revised March 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 300,v v o, o 0 2. Proposed use of the building: gES:I>Enl+-i kv 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: Gas Oil x Propane Solar Other: (Fireplaces need a separate Fuel Burning Appliances&Chimney Application, one perappliance) 5. Are there any structures not shown on the plot plan? YES X NO Explain, if yes: 6. Are there any easements on the property? YES ?< NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? b. Is this a corner lot? X YES NO c.Will the grade be changed as a result of the construction? YES X NO d. What is the water source? PUBLIC PRIVATE ) WELL e. What type of wastewater system is on the parcel? SEWER X PRIVATE SEPTIC DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and inconformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I,or my agents,will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a NYS licensed land surveyor of all newly constructed facilities prior to issuance of certificate of occupancy. I have read and agree to the above: PRINT NAME: d&) CEkoN)E SIGNATURE: /girl" DATE: 11'020' .Z3 Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: /1 Name(s): £ IZZGNIE. CoPsr2u.0T;or,/ C Si E r.i CE de) Mailing Address, C/S/Z: I S 39 9 F-- &AM-et g'oZ Cell Phone: ( Sig ) 36. I - b 33 I Land Line: ( ) Email: 1 NF-o E CuRLoNEfNv.. Ide25 . Cum\ • Primary Owner(s): Name(s): Fact C 14-A-AP A-Cd6 Mailing Address, C/S/Z: I -11,-A► PER, D2• QA.cEn1s(3ait-y Cell Phone: ( ) 9c23 - 85`-ly Land Line: ( ) Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): CERRorlc ConIS;nea�c_r, Contractor Trade: Mailing Address, C/S/Z: IS gQ R-I-• 9 P-. ENvJA-kb lo.i0 g Cell Phone: ( ) 3b I - b.3 5 i Land Line: ( Email: in1F-0 Cc2R4AiEtSu Llees .CoAil **Workers' Comp documentation must be submitted with this application** • Architect(sl/Engineer(s): Business Name: I j:0.4 E,4 ;AjE Contact Name(s): &4 Ry A,.P Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: (5) 8 ) 7902 — 962 6 y Email: Contact Person for Compliance in regards to this project: S"evi N) c2lReo4F Cell Phone: ( S I g ) 36 I - b 33 I Land Line: ( ) Email: Inl+c-o (. Cc dSiStk: IfrtS . Cow Principle Structure Packet Revised March 2022 CHECKLIST--SINGLE FAMILY Project Location: REQUIRED—3SETS 1. Building Permit application, completed YES NO N/A 2. Energy Code inspector's report from ResCheck, completed &signed 3. Septic alteration application, if applicable 4. Solid fuel burning or gas insert appliance form(s), if applicable 5. Driveway permit, if applicable 6. Structural drawings (3 SETS), including: a. Floor plans b. Foundation plans c. Cross sections d. Elevations e. Window&door schedule f. Natural light,ventilation & emergency egress 7. Plot plan: showing proposed structure(s)with setback dimensions from all surveyed property lines 8. Electrical inspection agency selected �l 9. Manual S &J 10. HRV or ERV )( 11. Kitchen Hood specs, if necessary CHECKLIST--MULTI-DWELLING/COMMERCIAL Project Location: j J-v r1 ®t2- • REQUIRED-2 SETS 1. Building Permit application, completed YES NO N/A 2. Energy Code inspector's report from ComCheck, completed &signed 3. Septic alteration application, if applicable 4. Solid fuel burning or gas insert appliance form(s), if applicable 5. Driveway permit, if applicable 6. Structural drawings, including: a. Floor plans b. Foundation plans c. Cross sections d. Elevations e. Design loads including floor, snow &wind load f. Seismic design g. Plans signed and sealed by registered architect or engineer h. Window&door schedule 7. Plot plan: showing proposed structure(s)with setback dimensions from all surveyed property lines 8. Electrical inspection agency selected 9. FINAL AS-BUILT PLANS SUBMITTED ELECTRONICALLY Principle Structure Packet Revised March 2022 • NATURAL LIGHT, VENTILATION & EMERGENCY EGRESS CALCULATION SHEET (please complete if details are not provided on plans) Project Location: 1 ,(Arkh Pe( b2 • Primary Owner (s): .eRZI) C PAPpt314e Habitable Sq. Ft. Required Actual Required Actual Sq. ft. Rooms of Light Light Ventilation Ventilation opening Room (8% of rm.) (sq. ft.) (4% of room) (sq. ft.) for Egress 14. ati1/41 (Ay3 19 . Lf 3) . 1 9. I ` I . -7 (AP 197 IS•8 fig. 7 -7 • 9 I I . 4 gip*" 1 ig.A. q I .23. 6 y • 9 1 I • `I g0) 3 13g II • a a3. 6 6 .5 11 • LI t...;4,1;,159°'4' 350 ag. o -7o . S 1Li . 0 39 .a, rnit5E6 ,i 0'A 3. 0 q , 6 1 . 5- a .0 1 4- NIA `I • 6 1 . 5" a . 0 Principle Structure Packet Revised March 2022 Office Use Only Permit#: — OI�6 Town ofQuecnsbnry Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.aueensburv.net Invoice#: Flood Zone? Y N Reviewed By: SEPTIC DISPOSAL PERMIT APPLICATION Project Location: I Tuk,A PE 12 D(Z . Tax Map#: RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (circle one) 1981-1991 130 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present 110 3 I(0 330 PARCEL INFORMATION: Topography )( Flat Rolling Steep Slope %Slope Soil Nature 7( Sand )( Loam Clay Other, explain: Groundwater At what depth? ralk Bedrock/Impervious At what depth? �I material Domestic Water Supply _Municipal _Lake (if well or lake,water supply from any septic system absorption is ft.) Percolation Test Rate: per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size o_I oD gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length NO ft.; Each Trench 35 ft. Seepage Pit w/#3 stone How many: y ; Size: Alternative System Bed or other type: Holding Tank System Total required capacity? : tank size • #of tanks NOTES: 1. Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency; 2. We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. 3. As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans. Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL 0 Check if all work will be performed by property owner only • Contractor: Contact Name(s): S Prue Contractor Trade: Mailing Address, C/S/Z: Cell Phone: _( ) Land Line: _( ) Email: **Workers' Comp documentation must be submitted with this application** • EnRineer(s): Name(s): 5 cof Mailing Address, C/S/Z: Cell Phone: _( ) Land Line: _( ) Email: Contact Person for Compliance in regards to this project: Cell Phone: ( ) Land Line: ( ) Email: Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation 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 and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: i) -A CPO SIGNATURE: DATE: Y�4'7U-023 Principle Structure Packet Revised March 2022 Office Use Only Permit#: 2.C. 0 I 'd - 20 2 ' Town of Quccnsbury Permit Fee:$ 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.dueensburv.net Invoice#: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION **ONE APPLICATION PER APPLIANCE** Project Location: JIAA I PER t&• Tax Map ID #: Room of Install: L--t J �'� Planned Install Date: FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: Stove Fireplace Insert Fireplace Fuel Fired Equipment(Garage Only, 18" clearance per IMC 304.3) Fireplace, factory built** (**Manufacturer's name: 1-$i- 0 Model #: Ov 3-7— 30' SOURCE OF HEAT: Wood Coal Pellet icGas CHIMNEY INFORMATION: Masonry(require plans to be submitted): block brick stone Flue: tile steel size, in inches Material*: double-wall triple-wall _insulated n ✓ (*Manufacturer's name: Model #: `1 ) Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL ❑ Check if all work will be performed by property owner only • Installer/Builder: Worker ' Comp docuentation entation must be submitted with this application Contact Name(s): C 1 PJ2 1E Lor511tAcr.—J Contractor Trade: Mailing Address, C/S/Z: Cell Phone:_( ) Land Line: _( Email: Contact Person for any questions regarding this project: Cell Phone: ( ) Land Line: ( ) Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces &chimneys require plans to be submitted. 4. Twenty-four (24) hour notification is required for inspections. 5. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements.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 the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: 1J'rt CGi?%rtc /‘ SIGNATURE: + DATE: I A Principle Structure Packet Revised March 2022 ( 2cZ Residential Plan Review: 1- and 2- Family Dwellings _ - Y/N/NA (1 of 2) `f i� Two (2)full sets of plans 1166 Over 1,500 sq.ft. requires engineering stamp • / Design loads on plans: 115 Wind Floor Loads 40 psf `107 (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas&Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties Window schedule with glass size &main doors/Air leakage< .5 cfm for doors,< .3 cfm for windows/Tempered glass in bathrooms ''�4e, Door schedule/Main entrance 36" door 16Emergency Escape or Bedrooms& Habitable Space Above-grade:5.7 sq.ft. 141 Grade: 5.0 sq.ft. 24" (h)x 20" (w) minimum 117 44" maximum height above door ,( Window control devices 24" or less 2nd story or 72" above grade ll��' Egress window from basement 5.0 sq.ft. . . A Floor Residentialsystem checksizing ERIper ortable Prescriptive50231 method IA-Driveway length:300' or more-12' width required/500' or more,turnaround required Foundation drainage on plans, if required . ' 6" drop in 10' exterior grade 45 Framing cross section for each roof line,vertical fire stopping every 10'where /ji required/joist spans pg. 127 ‘•-/C Ice &snow shield—24"from exterior wall '� ats a etoors StairwayPl headroomt 6d'8"; all stairs 36" width or_ -� Stair run and risex . Winderform run and rise erior vk Spiral stairs meet requirements - -‹- Smoke detectors—battery backup & proper location, interconnected /A Bathroom fixtures—proper clearance Yw- Hall width-36"width °1 Handrails more than four risers on open sides t(j Railing&guards>30"/basement stairs included/closed risers more than 4" in height '16 Safety glazing notes for required areas p.I� Garage fire separation:%" gable end/5/8".under living space &'/:" on walls/20 min.door and closer • jd1or- Garage floor sloped ti(4. Attic access: gasket seal & R-value equal to roof insulation "(41 Roof over 30"-22"x 30"/Crawl spaces 18"x 24"access Continued on back 3 4 Residential Plan Review Revised October 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) tl_t - Carbon Monoxide detector outside lowest sleeping area, on every level &interconnected -7 within 15' of sleeping area 7 Soil test results, if required 76 Septic to well or water line separation ‘-c it All paperwork signed Note on plans energy saving light bulbs 90% {; Blower door test agency paperwork Floodplain Permit requited-check map: 2 feet above flood elevation Hurricane clips required Nq►k- Floors less than 2 x 10 covered by'/:"gypsum or 5/8"wood panel ' Manuals S &J required for heating system. Cold air return hard piped /1bk Separate room for draft HVAC or hot water heater with fresh air �f j! HRV shown and calculations yr, Baffles at eaves for insulations and knee walls AV' Makeup air for range hood >400 cfm Pe/4.-Continuous header for garage doors to end wall `'. Chimney rain cap shown for fireplaces 9 Deck hold down shown not less than 4 lags and bolts per table 507.2 \------fz:::5Ac..e.- 'L.-t__ . / _. ---).::-Ne--1,1:-._ 0.___... ,---QSZ...51 , ifv‘-37-c... .(_ k-dUP'693-t->--44‘-:5 5,_---1%,\-- ----7,. Ci-AM Residential Plan Review Revised October 2021 * TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist IPlan to scale IReceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) All wells on property and adjacent properties shown Water line shown Municipal or well 10'separation to any part of system 1 Setback to property lines show 10'or more for any part of system 1 Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline r4'Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each l Leech Field 20'from foundation 100'from any well 10'from water line !! -Seepage pit 150'from well 50'from septic tank _. ASeepage Pits 3-times diameter apart I Septic tank and pump stations over 30 gallons 50'from watercourse or wetland Idistance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George ka Leech field 100'from watercourse or wetland (( 4 IkToe of mound or bottom of retaining wall 10'from property line 100'from well 20'from N Foundation Provide Engineer/Architect stamp for bed or design systems 4 cDepartment of Health Approval for all mobile home park new systems Flood Plain requirements 2'above established flood elevation to bottom of system 6 All tanks anchored or 2' above flood elevation volr;corl A/14/1(111 Generated by REScheck-Web Software gii Compliance Certificate o p ?-• 3N if v�° Project Fred Champagne SFD N o�+ Energy Code: 2018 IECC �1_ r`: ,I II CO 1 I a Location: �� i•i' ! 0' Glens Falls, New York ,--.-.__.._.,.,....,•,_- li i A Construction Type: Single-family .' Project Type: New Construction APR ' f' �' i Conditioned Floor Area: 1,718 ft2 �.) s O 101 Glazing Area 15% TOWN { tip; �N i " CO Climate Zone; 6 (7635 HDD). [+;F_ j ,J �v '�' V O Permit Date: �_...-, '"` ""��� •_ - I ►" N N Permit Number: , Ln W Construction Site: Owner/Agent: Designer/Contractor: ! 1 Juniper Drive Daniel W. Ryan P.E. Queensbury, NY 12804 PO Box 596 Glens Falls, NY 12801 REVIEWED FOR 518-742-9569 Bryan@dwrpe.com 1 \ ,: ■ ■ Compliance Passes using'UA trade off • , = • } J Compliance: 2.4%Better Than Code Maximum UA: 290 Your UA: 283 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies • I .'Gross Area CavityCont. Pro Req. Prop., Assembly • or P•: -Req. Perimeter R-Value R-Value .U-Factor U-Factor' UA 'UA -` Ceiling: Raised or Energy Truss 1,718 38.0 0.0 0.025 0.026 43 45 Wall:Wood Frame, 16" o.c. 1,818 21.0 0.0 0.057 0.045 86 68 Door 1: Solid Door(under 50%glazing) 20 0.240 0.300 5 6 Door 2: Solid Door(under 50%glazing) 20 0.240 0.300 5 6 Door 3: Solid Door(under 50%glazing) 20 • 0.240 0.300 5 6 Window:Vinyl Frame 242• 0.290 0.300 • 70 73 Basement Wall: Solid Concrete or Masonry Wall height: 7.8' 1,575 0.0 19.0 0.039 0.050 • 60 78 Depth below grade: 6.8' Insulation depth: 7.8' Window:Vinyl Frame 9 0.400 0.300. 4 3 Window 1:Vinyl Frame 16. 0.290 0.300 _ 5 5 • . Project Title: Fred Champ e SFD Report date: 04/19/23 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version ; REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Daniel W. Ryan P.E. I fit % 4/19/23 Name-Title Signature Date ENGINEERS STAMP: OF NE co o‘ c7 oF`SS1. • Project Title: Fred Champagne SFD Report date: 04/19/23 Data filename: Page 2 of10 REScheck Software Versionli: REScheck-Web Checkst Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ;❑Complies 103.2 ;documentation demonstrate ODoes Not [PR1]1 :energy code compliance for the .ill :building envelope.Thermal ❑Not Observable envelope represented on - '❑Not Applicable construction documents. • 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate i❑Does Not 403.71 energy code compliance for ❑Not Observable [PR3] lighting and mechanical systems. ; Systems serving multiple I❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1; . Heating and cooling equipment is Heating: Heating: ;❑Complies 403:.7 +sized per ACCA Manual S based - Btu/hr Btu/hr ❑Does Not [PR2]2''-`.,'on loads calculated perACCA Cooling: Cooling: .47; ;:'..;,':: ;Manual J or other methods Btu/hr Btu/hr ;❑Not Observable ;❑Not Applicable approved by the code official. I t 1 Additional Comments/Assumptions: • • • 1 High Impact(Tier 1) :2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Fred Champagne SFD Report date: 04/19/23 • Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID I I 402.1,1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value.Where interior R. R- °DDoes Not ;table for values. insulation is used, verification may need to occur during ❑Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 'Conditioned basement wall ;❑Complies [F05]1 'insulation installed per :Does Not manufacturer's instructions. s ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft i❑Complies ;See the Envelope Assemblies [F06]1 •.Insulation depth of burial or IODoes Not ;table for values. distance from top of wall. I❑Not Observable ❑Not Applicable 303.2-.1.:�.: ;A protective covering is installed ;. ❑Complies [FOil.]z,; ` -to protect exposed exterior `s ODoes Not ;insulation and extends a s I ['Not Observable minimum of 6 In. below grade. ' ❑Not Applicable 403.9 ,Snow-and ice-melting system ;❑Complies [F012]2 controls installed. ❑Does Not ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: • • • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3• Low Impact(Tier 3) Project Title: Fred Champagne SFD Report date: 04/19/23 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. I U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 '❑Does Not table for values. [FR1j1 :Not Observable • ONot Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, •average). ❑Does Not table for values. 402.3.3, 402.5 ;❑Not Observable [FR231 ;❑Not Applicable 303.1.3 U-factors of fenestration products', ;,„ `❑Complies [FRO are determined in accordance ❑Does Not •g; with the NFRC test procedure or : taken from the default table. ❑Not Observable .. .,: ,. ❑Not Applicable 402,4.1.1 Air barrier and thermal barrier ri ❑Complies [FR23]1 installed per manufacturer's ;❑Does Not ,�, ;instructions. ❑Not Observable IONot Applicable 402.4.3 :Fenestration that is not site built i❑Complies [FR20]1 is listed and labeled as meeting : ❑Does Not ,g, ;AAMA/WDMA/CSA101/I.S.2/A440; . .. or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ;❑Not Applicable !limits. 402.4:5 IC-rated recessed lighting fixtures' ;, i❑Complies [FR16jz, sealed at housing/interior finish l ``=.❑Does Not : and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ' ;❑Not Applicable 403.3.1 ;Supply and return ducts in attics ; '; ' ;❑Complies [FR12]1 Insulated >= R-8 where duct is. : ODoes Not ,- . >= 3 inches in diameter and >= ; ; R-6 where < 3 inches. Supply and :❑Not Observable return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for , diameter>=3 inches and R-4.2 . for<3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies (FR13]1 boxes are sealed with ❑Does Not ) ;joints/seams compliant with ; ;. - y International Mechanical Code or ; ' ❑Not Observable International Residential Code, as i❑Not Applicable :.applicable. j . 403:3:5. ' ;Building cavities are not used as ❑Complies [FR15j3 !ducts or plenums. 1 ;ODoes Not ❑Not Observable x ❑Not Applicable • 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) •3 Low Impact(Tier 3) Project Title: Fred Champagne SFD Report date: 04/19/23 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403,"3;.7 ;Ducts declared to be within the ,`, • ❑Complies [FR28]3,• conditioned space are either 1) Does Not ;completely within the continuous ;. , - • ;air barrier and within the building ❑Not Observable • 'thermal envelope, 2) buried "•• ❑Not Applicable <':within ceiling insulation in ;accordance with Section R403.3.6 and the air handler is ‘;located completely within the • ;continuous air barrier and within the building thermal envelope ;and the duct leakage is<= 1.5 „ ' cfm/100 square feet of '.. ;conditioned floor area served by •• ::`;the duct system, or 3)the ceiling • insulation R-value installed :;against and above the insulated i 1. ;duct>=to the proposed ceiling • • ;insulation R-value, less the R- Ivalue of the insulation on the , ` HVAC piping conveying fluids R- R- il2Complies [FR17]2'; above 105 QF or chilled fluids ❑Does Not .1 below 55 QF are insulated to aR- I❑Not Observable• ' -' ' 3 I❑Not Applicable 403.4.1 ;Protection of insulation on HVAC • ;❑Complies [FR24]1 piping. ❑Does Not :Not Observable ❑Not Applicable 403.5.3:,-:Hot water pipes are insulated to ', R- R- ;❑Complies [FR1$,]?• ❑Does Not ONot Observable ;❑Not Applicable 403.6;".`, :`.Automatic or gravity dampers are ;❑Complies installed on all outdoor air I❑Does Not ;intakes and exhausts. ❑Not Observable I f ❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1)' .2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fred Champagne SFD Report date: 04/19/23 Data filename: Page 6 of10 Section Plans Verified Field Verified Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 3031;•:`.• '`,,All installed insulation Is labeled ❑Complies [IN13]? or the installed R-values ❑Does Not - provided. i ❑Not Observable ONot Applicable 402.1.1, :Wall Insulation R-value. If this is a R- R- ;❑Compiles See the Envelope Assemblies 402.2.5, mass wall with at least'/2 of the Wood ❑ Wood i❑Does Not table for values. 402.2.6 wall Insulation on the wall [IN3]1 exterior,the exterior insulation El Mass ❑ Mass ;❑Not Observable requirement applies(FR10). Steel ❑ Steel ❑Not Applicable • 303.2 ;Wall insulation Is installed per ,:DComplies [IN4]1 !manufacturer's instructions. !❑Does Not ❑Not Observable • Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2'• Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Fred Champagne SFD Report date: 04/19/23 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re•.ID 402.1,1, Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, El Wood 0 Wood ;❑Does Not ;table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel ONot Observable [FI1]1 ❑Not Applicable • . • 303.1.1.1, Ceiling insulation installed per . ;❑Complies 303.2 manufacturer's instructions. • (• ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. , ;❑Not Observable l f ,• ❑Not Applicable 402.2 3:.:';;:Vented attics with air permeable : • ;❑Complies (F0]. ,, °'insulation include baffle adjacent ' ;❑Does Not to soffit and eave vents that extends over insulation. . ;ONot Observable - , ;❑Not Applicable • 402.2.4 Attic access hatch and door R- R- OComplies [FI3]1 insulation zR-value of the • ODoes Not adjacent assembly. ONot Observable ONot Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and IODoes Not <=3 ach In Climate Zones 3-8. Y ;ONot Observable • ❑Not Applicable ; 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 i determine air leakage with ft2 ft2 1❑Does Not • either: Rough-in test:Total ,❑Not Observable leakage measured with a ❑Not A licabl pressure differential of 0.1 inch pP w.g. across the system Including ; • :the manufacturer's air handler enclosure if installed.at time of • test. Postconstruction test:Total - • • 'leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. • 403.3.4 Duct tightness test result of<=4 cfm/100 • cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ' ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air t • handler @ 25 Pa. For rough-in ONot Observable tests,verification may need to Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at <=2%of • .'"i❑Does Not • design air flow. ❑Not Observable ❑Not Applicable .403:1.1••' ;Programmable thermostats j ` ;.`❑Complies [FI9]?. Installed for control of primary j❑Does Not heating and cooling systems and :•,;initially set by manufacturer to ❑Not Observable ;.::.•!code specifications. ' :iElNot Applicable 403(1'2Z',;.; 'Heat pump thermostat installed 10Complies [FI10]2 • •' on heat pumps. ;❑Does Not ONot Observable . ;❑Not Applicable 403:5:1'-'"• ;Circulating service hot water ❑Complies [FI11]4',: ;;;systems have automatic or i , ❑Does Not ;accessible manual controls. • 10Not Observable !❑ • Not Applicable 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) .3• Low Impact(Tier 3) Project Title: Fred Champagne SFD Report date: 04/19/23 Data filename: Page 8 of10 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1'..;;All mechanical ventilation system ❑Complies [F12514 '. ; fans not part of tested and listed ` ODoes Not • :,: ;!'•; ;;HVAC equipment meet efficacy :Not Observable and air flow limits per Table �-'- ?R403.6.1. I❑Not Applicable Hot water boilers supplying heat ;❑Complies [FI26]?.%;;-;•:. through one-or two-pipe heating F l❑Does Not systems have outdoor setback control to lower boiler water :❑Not Observable ,; temperature based on outdoor t 1❑Not Applicable .d temperature. 403,5i1:1:;;Heated water circulation systems '. ❑Complies ;Ylhave a circulation pump.The i❑Does Not system return pipe is a dedicated ❑Not Observable :,I return pipe or a cold water supply pipe. Gravity and thermos- t... ❑Not Applicable ,,,. syphon""; circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal ',:for hot water demand within the occupancy. Controls 'r 4 automatically turn off the pump .;when water is In circulation loop is at set-point temperature and •.'j no demand for hot water exists. 4032.:'Electric heat trace systems r : '❑Complies [FI29]?,:, ;.~comply with IEEE 515.1 or UL i r =❑Does Not 515.Controls automatically adjust the energy input to the s l❑Not Observable heat tracing to maintain the ;❑Not Applicable desired water temperature in the Piping, 1. C 403.5.2,; Demand recirculation water , i❑Complies :systems have controls that ODoes Not manage operation of the pump i ' and limit the temperature of the :Not Observable water entering the cold water ;❑Not Applicable piping to <= 1044F. 403:5.4::_ Drain water heat recovery units IEIComplies [F131]?,:: . tested in accordance with CSA iElDoes Not 1E355.1. Potable water-side j pressure loss of drain water heat ;❑Not Observable recovery units < 3 psi for '❑Not Applicable individual units connected to one ` or two showers. Potable water- ";side pressure loss of drain water heat recovery units < 2 psi for individual units connected to ,.three or more showers. 404.1 90%or more of permanent .. .;❑Complies [FI6]1 fixtures have high efficacy lamps. ODoes Not ❑Not Observable ❑Not Applicable 404:1.1 •Fuel gas lighting systems have ❑Complies [FI23]3 !no continuous pilot light. l ODoes Not , ' ❑Not Observable ❑Not Applicable 401;3;i; .,;';Compliance certificate posted. OComplies [FI712.`< ` ODoes Not :Not Observable ❑Not Applicable • 1 High Impact(Tier 1) 2.` Medium Impact(Tier 2) 3 'Low Impact(Tier 3) Project Title: Fred Champagne SFD Report date: 04/19/23 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ;❑Complies [FI18]3 '• mechanical and water heating !`,• . !❑Does Not -;systems have been provided. • ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) •2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fred Champagne SFD Report date: 04/19/23 • Data filename: Page 10 of10 2018. IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 19.00 Floor o.00 Ceiling /Roof 38.00 Ductwork (unconditioned spaces): Glass&'Door Rating U-Factor SHGCr Window 0.29 Door 0.24 Heating & Cooling t Equipmen .. Efficiency!" e Heating System: Cooling System: Water Heater: - I_ Name: Date: Comments LIFEP ' 155=== - -__ , - __ _ _ MAX =WWW.LIFEBREATH.COM HEAT RECOVERY VENTILATOR ENGINEERING DATA Performance (HVI certified) THERMALLY CONDUCTIVE,PATENTED ALUMINUM CORE Netsupply airflow in cfm(Lh)against external static pressure The counter-flow heat recovery core transfers heat between the two airstreams.It is easily External Static Pressure Airflow removed for cleaning or service. • MOTORS AND BLOWERS @ 0.11n(25 Pa) 184 cfm (87 L/s) Each airstream has one centrifugal blower driven by a common PSC motor,with multiple @ 0.2 in(50 Pa) 163 cfm (77 L/s) fanspeed operations. @ 0.3 in(75 Pa) 146 cfm (69 L/s) FILTERS @ 0.4 in(100 Pa)' 132 cfm (62 L/s) Washable air filters in exhaust and supply airstreams. @ 0.5 in(125 Pa) 115 cfm (54 L/s) MOUNTING THE HRV Threaded inserts at corners of the cabinet designed to accept the"S"hooks and hanging @ 0.6 in(150 Pa) 92 cfm (43 L/s) straps supplied with the unit. @ 0.7 in(175 Pa) 60 cfm (28 L/s) DEFROST Recirculating damper defrost system. Max.Temperature Recovery 86% CASE 20 gauge prepainted galvanized steel for superior corrosion resistance,insulated to prevent Sensible Effectiveness(ASE) exterior condensation.Drain connections:Two 1/2 in(12 mm)OD.Balancing ports are @ 59 cfm(28 L/s) 32'F(0'C) 84% located on unit. Sensible Efficiency (SRE) ELECTRONICS @ 64 cfm(30 L/s) 32"F(0'C) 75% Control included with the unit can be wall mounted in a central location of the home.3 wire Sensible Efficiency(SRE) 20 gauge(min.)100 ft length(max.). @ 64 cfrrr(30 L/s) 13'F(-25'C) 71% CONTROL VAC @ 60Hz 99-DXPLO2 Ufebreath Digital Control 115 • 5 speed operation on each mode Watt/Low speed 66 • 5 user selectable operational modes:Continuous Ventilation,Continuous Watt /High speed 118 Recirculation,20 ON/40 OFF,10 ON/50 OFF,20 ON/40 Recirculation • Compatible with 99-DET02 Wireless Timers Amp rating 1.4 • Humidity control through adjustable Dehumidistat Sensible Efficiency:Thermal • 20/40/60 High speed override button Effectiveness:Based on temperature differential b tween • 3 wire connection the 2 airstreams TIMER OPTIONS Efficiency:Takes into account all power inputs 99-DETO1 Lifebreath 20/40/60 Minute Timer-Initiates High speed Ventilation for 20,40 or 60 minutes.3 wire connection. 200 99-DET02 WIRELESS Lifebreath 20/40/60 Minute Timer-Initiates High speed Ventilation for 20, 180 5 40 or 60 minutes.Wirelessly connects to main control for ease of installation. 40' 160 4 approximate range. • 3 99-RX02 WIRELESS Repeater-Used to extend range of 99-DET02 Wireless Timers. Plugs into 140 2 120V power outlet. Wirelessly connects to main control and 99-DET02.Install at E 120 halfway point between timer and main wall control if timer is out of range. ;100 1 ACCESSORY OPTIONS E 80 a 99-163 Duct Heater w/Electronic SCR Thermostat-1 kW,6 in(152 mm). 60 99-186 Weatherhoods-Two 6 in(152 mm). 40 20 WEIGHT 71 lbs(32 kg)SHIPPING WEIGHT 73 lbs(33 kg) 00 0.1 0.2 03 0.4 0.5 0.6 0.7 0.8 Static Pressure(in w.g.) DIMENSIONS 155MAX .'lirtii_ Sous HVI ISO 5 Fresh Air Stale Air CERTIFIED 9 ® -....—iraii iid RESISIERED From Outside From Inside 14 3/4 in(375 mm Recirculating b Rker b Defrost I' r l I r I i Damper • — _ A ' I •- Note:Front WARRANTY clearance of 25 in Removable \ ' ' Blower m (635 mm)is Heat recommended Units tarty a lifetime warranty on the HRV core ;., _ Recovery • y , Motor a servicing unit All and a 5 year replacement parts warranty. JJ Core .. A ducts use 61n(152 Stale. - ``\� Fresh m mm)connections. Air Toj Air To 3 NOTE:All specifications are subject to change without notice. Outside ,, ' -1 y Inside 33 5/8 in(854 mm) I o All units conform m CSA and UL standards "1a.✓ Condensate DrainFront View w Side View °� ENERGY STAR • Date: Contractor: Tag: Qty: Supplier: Project: Quote it: Engineer: Submi ed By: Testing Company: Name:LoCascio Energy Solutions Address:20 Ogden Rd. Queensbury , NEW YORK 12804 Phone: 5188573144 www.locascioenergysolutions.com Technician: Name:Anthony LoCascio Credentials:HERS Rater#4242961 Email:tony@locascioenergysolutions.com Building Information: Project ID:1 Juniper Address:1 Juniper Dr Queensbury, NY 12804 Geo-Tag Data:Latitude: 43.375904 Longitude: -73.644820 Timestamp: 2023-09-21 12:15:20 Customer Information: Name:Cerrone Builders Address: Measured Leakage:806.1 CFM50 Test ID:1 Purpose of Test:RESNET Multi-Pt Env. Leakage Measured ACH50:1.61 (+/- 1.6%)Effective Leakage Area: 38.6 in² Building Volume:30,065.0 ft³Enclosure Surface Area: 3,436.0 ft² Coefficient (C):51.3 (+/- 7.9%)Exponent (n): 0.704 (+/- 0.023) Correlation Coefficient:0.99985 Test Standard:RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics:Indoor Temp: 66 °F Altitude: 428.0 ft Outdoor Temp: 63 °F Time Average Period: 10 seconds Test Date and Time:2023-09-21 12:16:05 Envelope Leakage Test Test Readings: Target (Pa)Bldg (Pa)Adj Bldg (Pa)Fan (Pa)Flow (cfm)Config Baseline -0.2 -60.0 -59.8 -59.6 -24.9 911.7 Ring A -48.0 -47.4 -47.2 -172.3 778.0 Ring B -35.0 -35.8 -35.7 -116.1 639.7 Ring B -23.0 -23.5 -23.4 -64.9 479.5 Ring B -10.0 -13.0 -12.8 -26.6 308.1 Ring B Test Equipment: Flow Device:Model 3 110V Fan Serial #: 3173 Custom Calibration Date: 2023-02-28 Pressure Gauge:DG1000 Serial #: 5193 Calibration Date: 2020-01-16 Deviations from Standard: None Comments: None Envelope Leakage Test Page 2 of 2Report by TEC Auto Test 1.9.0 (148), © 2023 The Energy Conservatory, Inc. This home has been professionally insulated with Owens Corning® PROPINK® L77 Loosefi ll Insulation (Job Site Address) Name ___________________________________________________________________________________________________ Address _________________________________________________________________________________________________ City ________________________________________________________________ State __________ Zip ________________ Owens Corning® PROPINK® L77 Loosefi ll Insulation Owens Corning will accept no responsibility when the product is not installed in accordance with the product label. Stated R-value is provided by installing the required number of bags at a thickness not less than the labeled minimum thickness. Installation of the required number of bags may yield more than the specifi ed minimum thickness. Failure by the installer to provide both the required bags and at least the minimum thickness will result in lower insulation R-value. Loosefi ll insulations vary in thermal performance due to factors such as aging, mean temperature, settlement, convection, moisture absorption and installation variation. Convection in glass loosefi ll insulation installed in open attics can reduce its thermal performance in extreme winter temperatures during the heating season. Specifi cation for Open Blow Attics New Construction Retrofi t Number of bags used Estimated R-value of previous insulation Area of coverage (sq. ft.) Other type(s) of insulation in attic Thickness of insulation Depth of previous insulation Pub. No. 10012954-B. Printed in U.S.A. October 2016. The color PINK is a registered trademark of Owens Corning. © 2016 Owens Corning Insulating Systems, LLC. All Rights Reserved. OWENS CORNING INSULATING SYSTEMS, LLC ONE OWENS CORNING PARKWAY TOLEDO, OHIO, USA 43659 1-800-GET-PINK® www.owenscorning.com Contractor _______________________________Date ________ Builder _____________________________________ Date __________ Company ___________________________________________ Company __________________________________________________ (Signature) (Signature) Address _____________________________________________ Address ___________________________________________________ Phone ______________________________________________ Phone _____________________________________________________ Coverage charts are based on a nominal net bag weight of 32 lbs. Attics R-value Minimum Initial Installed Thickness (Inches) Minimum Settled Thickness (Inches) Maximum Coverage Per Bag (sq. ft.) Minimum Bags Per 1000 sq. ft. Minimum Weight (lbs per sq. ft.) 13 4.75 4.75 184.6 5.4 0.173 19 7.00 7.00 125.0 8.0 0.256 22 8.00 8.00 106.3 9.4 0.301 26 9.25 9.25 89.6 11.2 0.357 30 10.50 10.50 77.0 13.0 0.416 38 13.25 13.25 59.9 16.7 0.534 44 15.00 15.00 50.7 19.7 0.631 49 16.75 16.75 45.0 22.2 0.711 60 20.00 20.00 35.8 28.0 0.895 Walls R-value Framing Installed Thickness (inches) Installed Density (lbs per cu. ft.) Maximum Coverage per Bag (sq. ft.) Minimum Bags Per 1,000 sq. ft. Minimum Weight (lbs per sq. ft.) 14 2x4 3.5 1.25 87.8 11.4 0.364 15 2x4 3.5 1.45 75.7 13.2 0.423 16 2x4 3.5 2.20 49.9 20.1 0.642 22 2x6 5.5 1.25 55.9 17.9 0.573 23 2x6 5.5 1.35 51.7 19.3 0.619 24 2x6 5.5 1.75 40.0 25.0 0.802 Floors R-value Framing Minimum Thickness (inches) Installed Density (lbs per cu. ft.) Maximum Coverage Per Bag (sq. ft.) Minimum Bags Per 1,000 sq. ft. Minimum Weight (lbs per sq. ft.) 30 2x8 7.25 1.35 39.2 25.5 0.816 38 2x10 9.25 1.35 30.8 32.2 1.041 46 2x12 11.25 1.35 25.3 39.6 1.266 Cathedral Ceiling R-value Framing Minimum Thickness (inches) Installed Density (lbs per cu. ft.) Maximum Coverage Per Bag (sq. ft.) Minimum Bags Per 1,000 sq. ft. Minimum Weight (lbs per sq. ft.) 30 2x8 7.25 1.35 39.2 25.5 0.816 38 2x10 9.25 1.35 30.8 32.5 1.041 49 2x12 11.25 1.85 18.5 54.2 1.734 1 Juniper Drive Queensbury 29 N/A N/A 13.25 N/A 1700 7/5/23 Cerrone BuildersThermally Yours 149 Plant Rd., Halfmoon NY 12065 518-312-0859 , ; 1 . i 1 w , IM Am -2 ".7 6, f't--11 , .. , I ro ,11, E C ii WE NoI-- - ..kir L...„ 1 AUG 08 21323 1 IU /1 . .,TOWN OF QUEENSBURY BUILDING&CODES _-___-- i / I . 1 '-:„.. . ._. I . . , ., . /. ---(3 ,. , . Ir,:.,k I - , r -11-Drin . 745.1)9 1r A 1 1Nekidu, ,,r, ,i r)3.13I . . ...„.,.., .., . - , . , 1 NOT TO SCALE DRAWING REFERENCES: PROJECT LOCATION 1 JUNIPER DRIVE QUEENSBURY, NY 12804 1. ALL INFORMATION CONTAINED HEREIN IS BASED UPON AVAILABLE DATA AND INFORMATION PROVIDED BY THE OWNER, RECORD DOCUMENTS FROM VARIOUS SOURCES, MUNICIPAL RECORDS, AND CONDITIONS FIELD VERIFIED AT THE TIME THESE DRAWINGS WERE PREPARED. ALL INFORMATION CONTAINED WITHIN THESE PLANS IS SUBJECT TO FIELD VERIFICATION AND ANY PROPERTY LIMITATION, EASEMENT, AND/OR LOCAL, STATE, OR FEDERAL AUTHORITIES RULES AND REGULATIONS. 2. DEED - DATED 12/4/2003, BOOK 1356, PAGE 22 SUBSURFACE DATA: SITE TESTING PERFORMED BY DANIEL W. RYAN, P.E. WARREN COUNTY USDA SOIL SURVEY DATA: PLAINFIELD/OAKVILLE LOAMY FINE SAND & HINCKLEY COBBLY SANDY LOAM SUBSURFACE TEST HOLE TH#1: DEPTH: TYPE: 0-8" TOPSOIL/ORGANICS 8-22" YLW/LT BRN LOAMY SAND 22-60" PALE BRN LOAMY SAND FEW COBBLES TO 6" DIAMETER BELOW 22" NO GROUNDWATER/BEDROCK/MOTTLING OBSERVED PERCOLATION TESTING RESULTS: 1-5 MIN PER INCH ENVIRONMENTAL RESOURCE ASSESSMENT/INVENTORY NOTES: 1. NO WATERBODY, WETLAND, CULTURAL RESOURCES, OR RECORDS OF RARE OR LISTED ANIMALS OR PLANTS ARE KNOWN TO EXIST ON THE SUBJECT PARCEL. GRADING NOTES- 1 . CONTRACTOR SHALL FIELD VERIFY AND COORDINATE GRADING, ELEVATIONS, AND CONTROL POINTS PRIOR TO START OF WORK. 2. CONTRACTOR SHALL FINISH GRADE SITE TO MEET OR MATCH EXISTING AND/OR CONTROL ELEVATIONS SPECIFIED. UNIFORMLY SLOPE AND CONTOUR SITE SURFACE BETWEEN CONTROL ELEVATIONS SHOWN OR SPECIFIED. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF AND BALANCING CUT AND FILL AREAS BASED UPON EXISTING SITE GRADES. WHEN A SURPLUS EXISTS EXCESS SOIL SHALL BE REMOVED FROM THE SITE. WHEN A DEFICIENCY EXISTS, IMPORT CLEAN SAND AND GRAVEL FILL VOID OF AGGREGATE LARGER THAN THREE INCHES TO RAISE SITE GRADES TO ELEVATIONS SPECIFIED. 4. CONTRACTOR TO GRADE SITE PRODUCING UNIFORMLY SLOPED SITE TO PROVIDE PROPER DRAINAGE AND CONVEYANCE TO DESIGNATED STORM WATER DEVICES AND TO AVOID PONDING OR ACCUMULATION OF RUNOFF. SLOPE GRADE AT PERIMETER OF BUILDING AWAY FROM STRUCTURE MINIMUM 6-INCHES IN FIRST 10FT. 5. FOR SLOPED AREAS OR EMBANKMENTS NEW GRADES/CONTOURS SHALL BE CONSTRUCTED AT A SLOPE OF 3H:1V OR SHALLOWER, UNLESS NOTED OTHERWISE ON SITE PLAN. 6. PROCEED WITH AND COMPLETE FINISHED GRADING, TOPSOILING, AND SEEDING WORK AS RAPIDLY AS PORTIONS OF THE SITE BECOME AVAILABLE, WORKING WITHIN THE SEASONAL LIMITATIONS FOR EACH KIND OF LANDSCAPE WORK REQUIRED. 7. PERFORM FINE GRADING TO FINISH ELEVATION ONLY IMMEDIATELY PRIOR TO SEEDING. PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN SURFACE, FREE OF DEPRESSIONS OR RIDGES WITH A UNIFORM LOOSE, FINE TEXTURE, VOID OF DEBRIS, ROCKS, AND TWIGS. 8. ALL NEWLY SEEDED AREAS SHALL BE KEPT MOIST BY OWNER VIA WATERING UNTIL GRASSES AND GROUND COVERS ARE WELL ESTABLISHED. 9. PROTECT EXISTING TREES OR VEGETATION INDICATED TO REMAIN FROM SKINNING AND FILLING AROUND BASE. DO NOT DAMAGE ROOTS WHERE POSSIBLE. AVOID HEAVY TRAFFIC OR EQUIPMENT AND WORK IN AREAS WITHIN TREE CANOPIES. 10. COORDINATE ALL WORK WITH FIELD VERIFIED CONDITIONS AND OWNER PREFERENCES. UTILITY NOTES: 1. WATER AND SEWER UTILITIES/SYSTEMS FOR THE PROPOSED PROJECT MAY REQUIRE COORDINATION WITH AND CONNECTION TO EXISTING BUILDING IN-SERVICE UTILITIES AND SYSTEMS OR COMPONENTS WITHIN THE BUILDING AREA. FIELD VERIFY AND COORDINATE RELATED WORK WITH EXISTING CONDITIONS. 2. WHEN REQUIRED, ALL PIPE OPENINGS AND/OR PENETRATIONS IN CONCRETE STRUCTURES OR FOUNDATIONS SHALL BE INSTALLED USING FORMED OPENINGS WITH MINIMUM 1" CLEARANCE ALL-AROUND OR CORE DRILLED HOLES WITH RUBBER BOOTED FLEXIBLE SLEEVES. PENETRATIONS SHALL BE SEALED FOR A WATER -TIGHT CONDITION. 3. ALL UTILITIES SHALL BE LAID UPON FIRM PROOF -COMPACTED SUBGRADE WITH UNIFORM TRENCH BOTTOM EXCAVATIONS AND SLOPES, AS REQUIRED BY PROJECT CONDITIONS. FOR COBBLY OR ROCKY SOILS REMOVE COBBLES AND STONES LARGER THAN 3" DIMENSION IN BOTTOM OF TRENCHES/BENEATH UTILITIES. 4. ELECTRICAL OR GAS SUPPLY/SYSTEMS AND SERVICES, PIPING, CONDUITS, AND ETC. FOR THE PROJECT SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY PROVIDERS AND OWNER'S PREFERENCES. PROJECT SITE INFORMATION: OWNER: FREDERICK CHAMPAGNE 1 JUNIPER DRIVE QUEENSBURY, NY 12804 PARCEL ZONING: RR-3A PARCEL TAX ID: 278.20-1-16 EXISTING USE: SINGLE FAMILY DWELLING - 3 BEDROOM PROPOSED USE: SINGLE FAMILY DWELLIING -3 BEDROOM (RECONSTRUCTION OF EXISTING NON -CONFORMING PER 179-13-050) YARD REQUIREMENTS: REQUIRED EXISTING PROPOSED FRONT 1 (SOUTH): 100 FT 30.5t FT 30.5t FT FRONT 2 (EAST): 100 FT 19.7t FT 19.7t FT FRONT 3 (WEST): 100 FT 101.7t FT 101.7t FT REAR (NORTH): 100 FT 126.2f FT 126.2t FT LOT STATISTICS: REQUIRED EXISTING PROPOSED LOT SIZE: 3.0 AC 0.894t AC 0.894t AC PERMEABILITY: 75% MIN 88.8t % 88.8t % BUILDING HEIGHT: 40 FT 20t FT 22t FT NOTES: 1. POTABLE WATER SUPPLY IS FROM AN EXISTING ON -SITE WATER WELL. 2. WASTEWATER DISPOSAL UTILIZES A REPLACEMENT ONSITE SUBSURFACE WASTEWATER ABSORPTION SYSTEM. GENERAL SITE NOTES: 1. ALL SUBSURFACE STRUCTURES AND UTILITIES SHOWN ON PLANS ARE APPROXIMATE AND UNVERIFIED. UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL VERIFY THEIR ACTUAL LOCATION IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. COORDINATE TEMPORARY CONDITIONS WHICH IMPACT SITE UTILIZATION AND ACCESS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPERLY AND SAFELY MAINTAINING AND PROTECTING AREA BETWEEN ACTIVE WORK ZONES AND ALL ADJOINING PROPERTIES AND LESSEES. 4. NO WORK, STORAGE, OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF THE SITE, WORK AREAS, OR ANY EASEMENTS AND RIGHTS -OF -WAY UNLESS OTHERWISE NOTED ON DRAWINGS. IN THE EVENT THAT WORK OUTSIDE OF PROPERTY BOUNDARY OR LEASE AREA IS NECESSARY, THE PERMISSION OF THE ADJOINING PROPERTY OWNER OR LESSEE MUST FIRST BE OBTAINED. 5. REMOVE ALL VEGETATION, TREES, STUMPS, GRASSES, ORGANIC SOILS, DEBRIS, AND DELETERIOUS MATERIALS WITHIN THE AREAS DESIGNATED FOR CONSTRUCTION. LEGALLY DISPOSE OF ALL EXCAVATED MATERIALS NOT USED. 6. STRIP ALL TOPSOIL PRIOR TO COMMENCING EARTHWORK OPERATIONS. TOPSOIL MAY BE STORED AND REUSED IN LAWN AND PLANTING AREAS ONLY. 7. ALL PAVEMENT REPLACEMENT OR RESTORATION AND CONNECTIONS TO EXISTING SURFACES SHALL MEET AND MATCH EXISTING GRADES, UNLESS NOTED OTHERWISE. 8, CONTRACTOR SHALL MAINTAIN OR PROTECT EXISTING IN SERVICE UTILITIES OR UTILITY COMPONENTS TO REMAIN AT ALL TIMES DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. THE ENGINEER SHALL BE NOTIFIED OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. ANY CONDITION ENCOUNTERED IN THE FIELD DIFFERENT FROM THOSE SHOWN HEREON, SHALL BE REPORTED TO THE PROJECT ENGINEER BEFORE CONSTRUCTION OR RELATED WORK PROCEEDS. 10. ALL TRENCH EXCAVATION SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF NEW YORK STATE INDUSTRIAL CODE RULE 23 AND OSHA REGULATIONS FOR CONSTRUCTION AND APPLICABLE UTILITY PROVIDERS. 11. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING UTILITY SYSTEMS SHALL BE COORDINATED WITH THE MUNICIPALITY, OWNER, AND THE UTILITY PROVIDER. 12. ALL EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF EACH WORK DAY, UNLESS OTHERWISE APPROVED BY OWNER WORK AREAS SHALL BE PROTECTED TO PREVENT ACCIDENTAL ENTRY OR INJURY. 13. EXISTING ON SITE RUBBISH OR REFUSE SHALL BE REMOVED FROM SITE. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL REFUSE AND DEBRIS IN A LEGAL MANNER. ALL DEBRIS SHALL BE REMOVED FROM THE SITE IN A TIMELY FASHION SO AS NOT TO DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS. 14. CONTRACTOR SHALL PERFORM SITE CLEANUP AT COMPLETION OF PROJECT, INCLUDING ALL PUBLIC AND PRIVATE LANDS AND RIGHTS -OF -WAY, PUBLIC STREETS AND SIDEWALKS, AND EXISTING ONSITE PRIVATE STORM WATER MANAGEMENT DEVICES AND/OR DRAINAGE STRUCTURES. ALL AREAS SHALL BE CLEANED OF DEBRIS, DUST, SEDIMENT, AND ETC. 15. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL RELATIVE CODES, SAFETY STANDARDS AND REGULATIONS AND INDUSTRY STANDARDS FOR INDIVIDUAL TRADES. 16. EXISTING SUBSURFACE UTILITIES SPECIFIED TO BE REMOVED OR REPLACED SHALL BE DECOMMISSIONED AND EITHER REMOVED IN THEIR ENTIRETY OR FULLY BACKFILLED. LEGALLY DISPOSE OF REMOVED COMPONENTS OR SYSTEMS UPON COMPLETION OF RELATED WORK. EXISTING TANKS, SEWAGE VAULTS, AND SIMILAR ITEMS SHALL BE PUMPED AND REMOVED OF CONTAINED LIQUID/SOLID CONTENTS PRIOR TO REMOVAL OR BACKFILLING (WITH SAND OR FLOWABLE FILL). EXISTING BUILDING SCHEMATIC SCALE: 1/8" = T-0" r / / f, UNVERIFIED EXISTING SEPTIC TANK TO BE PUMPED AND / REMOVED OR BACKFILLED �b EXIST j` WELL / / W 0 in I+ EXISTING PROPERTY PLAN 1/32 INCH = 1 FEET - UNVERIFIED EXISTING SEEPAGE PITS TO BE DECOMMISSIONED (TO BE PUMP OUT AND REMOVED OR BACKFILLED) - APPROXIMATE WORK -POINT MEASUREMENTS FROM EXISTING GARAGE (CORNERS) FOR PLACEMENT OF DWELLING EXISTING FIRE DAMAGED/DEMOLISHED SFD TO BE RECONSTRUCTED ,PTION TRENCHES (MIN OR 3-46FT LONG PER JERIFIED CONDITIONS) .LED PARALLEL WITH )URS/SLOPE tF D-BOX (MIN / FROM WELL) 4" O PVC / EFFLUENT / SEWER AT 1% / / 1000 GAL / j SEPTIC TANK 225' f /�d7 4" O PVC BUILDING / ,l SEWER AT 2% EXIST / WELL r4"**x PROPOSED PLOT P c-1 1/32 INCH = 1 FEET ABSORPTION FIELD NOTE: COBBLES, ROCKS, AND BOULDERS LARGER THAN 3-INCH DIMENSION WITHIN AND DIRECTLY BELOW THE BOTTOM OF INFILTRATION TRENCHES SHALL BE REMOVED. CLEAR ALL TREES AND VEGETATION WITHIN 15 FT OF THE PROPOSED ABSORPTION AREA PERIMETER 170 11 D Z J3 !1_W a=Oc <0;1° J Z Z a= z O W �Qw=9a8 a E M B Z OJ ~ W W y 6L Z. r W V z Z LLJ may, y = Z y Cz W O y=�y ). = W y CCW Z W ■ zzcCD.�a�ozc�Wr J C� ■ J 4: W 1= ■ v C� W ct I` r ■ CD O ,y N cn O C) C CC Z v W c di L y N � 3 Z y CZ)� cz m cb 00 CJ ® � ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST, THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION OF THE CODE, IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YORK - CALL BEFORE YOU DIG -WAIT THE REQUIRED TIME CONFIRM UTILITY RESPONSE RESPECT THE MARKERS DIG WITH CARE SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. VISIT www,digsafelynewyork.com FOR ADDITIONAL INFORMATION. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION, FILE COPY ENGINEERS STAMP: OF C9 10 0- 07006 �OF6 s S I ONP� �/19/23 REVISIONS 5 4 3 2 1 PROJECT NO.: 1815 SCALE: AS NOTED DATE: 4/19/23 DRAWN BY: DWRPE PROJECT: FRED CHAMPAGNE 1 JUNIPER DRIVE, QBY DRAWING TITLE PLOT PLAN AND SITE NOTES DRAWING NO. CA OF 2 GROUND SURFACE INLET END COVER 4" SDR-35 INLET _ (SLOPE 1/4" PER FT.) SANITARY TEE - ------ DIA. OR SQUARE COVER I OUTLET END 20" DIA. OR SQUARE COVER-- I /-411 HIGH DENSITY POLYETHYLENE I / PIPE SEALS AT ALL CONNECTIONS ------------------------ LOCATION MARKER 12' t z z J COVER : U 17 �t OUTLET 4 SDR 35 U _ ________LIQUID TO D-BOX LEVEL (SLOPE 1/8" PER FT.) �INV. OF INLET 2" MIN. ABOVE _ 1 INV. OF OUTLET a - w 0 a 2' BAFFLES MAYBE USED INSTEAD OF PRECAST SEPTIC SANITARY TEE TANK (FORT MILLER CO. INC OR EQUAL) . ,•< SECTION VIEW TYPICAL SEPTIC TANK DETAIL NOT TO SCALE (PRECAST CONCRETE) SEPTIC TANK NOTES: 1. THE MINIMUM DISTANCE BETWEEN THE INLET AND OUTLET SHALL BE SIX FEET. 2. TANKS MUST BE WATERTIGHT, CONSTRUCTED OF DURABLE MATERIAL NOT SUBJECT TO CORROSION, DECAY, FROST DAMAGE, OR CRACKING. AFTER INSTALLATION, ALL SEPTIC TANKS SHALL BE ABLE TO SUPPORT AT LEAST 300 POUNDS PER SQUARE FOOT (PSF). 3. TANKS WITH A LIQUID DEPTH OF 48 INCHES OR MORE SHALL HAVE A TOP OPENING WITH A MINIMUM OF 20 INCHES. PREVENT THE PASSAGE OF FLOA TING 4. TANKS SHALL HAVE INLET AND OUTLET BAFFLES, SA NITARY TE ES OR OTHER DEVICES TOP NT G SOLIDS AND TO MINIMIZE DISTURBANCE OF SETTLED SLUDGE AND FLOATING SCUM BY SEWAGE ENTERING AND LEAVING THE TANK. 5. THERE SHALL BE A MINIMUM OF ONE INCH CLEARANCE BETWEEN THE UNDERSIDE OF THE TOP OF THE TANK AND THE TOP OF ALL BAFFLES, PARTITION AND/OR TEES. 6. TANKS SHALL BE PLACED ON AT LEAST A SIX INCH BED OF SAND OR PEA GRAVEL WHEN SITE SOILS ARE COHESIVE. 7. THERE SHALL BE A MINIMUM DROP IN ELEVATION OF TWO INCHES BETWEEN THE INVERTS OF THE INLET AND OUTLET PIPES. 8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 POUNDS PER SQUARE INCH (PSI) AT 28 DAYS SET. 9. WALL THICKNESS SHALL BE A MINIMUM OF THREE INCHES UNLESS THE DESIGN HAS BEEN CERTIFIED BY A NEW YORK LICENSED PROFESSIONAL ENGINEER AS COMPLYING WITH ALL APPROPRIATE REQUIREMENTS FOR THIN -WALL CONSTRUCTION. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO ASSURE SUPPORT FOR 300 PSF, 10. ALL JOINTS SHALL BE SEALED SUCH THAT THE TANK IS WATERTIGHT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED FOR WATERTIGHTNESS PRIOR TO BACKFILLING. 11. TANK SIZE FOR 3-BEDROOM HOUSE MINIMUM 1000 GALS. ABSORPTION FIELD SYSTEM NOTES: 1. SITE REQUIREMENTS. 1.1. THE MINIMUM DISTANCES THAT ABSORPTION FIELDS SHALL BE SEPARATED FROM OTHER FACILITIES ARE SHOWN IN THE TABLE PROVIDED. 1.2. A MINIMUM OF FOUR FEET OF USEABLE SOIL SHALL EXIST ABOVE BEDROCK AND GROUNDWATER WITH A MINIMUM SEPARATION OF TWO FEET TO THE LOWEST PART OF ANY TRENCH. 1.3. ABSORPTION FIELDS SHALL NOT BE BUILT UNDER DRIVEWAYS, PARTS OF BUILDINGS OR UNDER ABOVE -GROUND SWIMMING POOLS OR OTHER AREAS SUBJECT TO HEAVY LOADING. SURFACE WATERS SHALL BE DIVERTED FROM THE VICINITY OF THE SYSTEM. 2. DESIGN CRITERIA. 2.1. THE REQUIRED LENGTH OF ABSORPTION TRENCH IS DETERMINED FROM THE PERCOLATION TEST RESULTS AND CONFIRMED BY THE ON SITE SOIL EVALUATION. THE MAXIMUM TRENCH WIDTH FOR DESIGN PURPOSES SHALL BE 24 INCHES. 2.2. ADJACENT TRENCHES SHALL BE SEPARATED BY AT LEAST FOUR FEET OF UNDISTURBED SOIL. INDIVIDUAL TRENCHES SHALL BE CONSTRUCTED PARALLEL TO THE GROUND CONTOURS WITH TRENCH BOTTOMS AS NEAR LEVEL AS POSSIBLE. THEY NEED NOT BE PERFECTLY STRAIGHT BUT ABRUPT CHANGES IN DIRECTION SHALL BE AVOIDED. 3. MATERIALS. 3.1. PERFORATED DISTRIBUTOR PIPE SHALL BE USED IN THE TRENCHES. SOLID (NON -PERFORATED) PIPE SHALL BE USED BETWEEN THE DISTRIBUTION BOX AND THE TRENCHES. PERFORATED PIPE SHALL BE MADE OF RIGID OR CORRUGATED PLASTIC AND BE LABELED AS FULLY MEETING ASTM STANDARDS FOR USE IN SEPTIC SYSTEMS. CORRUGATED PLASTIC PIPE DELIVERED IN COILS IS NOT TO BE USED UNLESS PROVISION IS MADE TO PREVENT THE RECOILING OR MOVEMENT OF THE PIPE AFTER INSTALLATION. 3.2. AGGREGATE SHALL MEAN WASHED GRAVEL OR CRUSHED STONE 3/4-11/2 INCHES IN DIAMETER. LARGER DIAMETER MATERIAL OR FINER SUBSTANCES AND RUN -OF -BANK GRAVEL ARE UNACCEPTABLE. 3.3. THE AGGREGATE SHALL BE COVERED WITH A MATERIAL THAT PREVENTS SOIL FROM ENTERING THE AGGREGATE AFTER BACKFILLING, YET MUST PERMIT AIR AND MOISTURE TO PASS THROUGH. THE PREFERRED MATERIAL FORCOVERING THE AGGREGATE IS A PERMEABLE GEOTEXTILE. UNTREATED BUILDING PAPER OR A FOUR INCH LAYER OF HAY OR STRAW IS ACCEPTABLE. POLYETHYLENE AND TREATED BUILDING PAPER ARE RELATIVELY IMPERVIOUS AND SHALL NOT BE USED. 4. CONSTRUCTION. 4.1. TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE THE TRENCHES ARE EXCAVATED, 4.2. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE AND NEW PERCOLATION TESTS CONDUCTED. 4.3. THE TRENCH DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. AT LEAST SIX INCHES OF AGGREGATE IS PLACED BELOW THE DISTRIBUTION LINE AND TWO INCHES ABOVE THE LINE. 4.4. THE EARTH COVER OVER THE AGGREGATE SHOULD NOT EXCEED 12 INCHES IN ORDER TO ENHANCE NATURAL AERATION AND NITROGEN UPTAKE BY PLANT LIFE. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE FIELD BECAUSE THE WEIGHT MAY PERMANENTLY ALTER SOIL CHARACTERISTICS DUE TO COMPACTION, CAUSE TRENCH CAVE-INS, AND/OR MISALIGN AND BREAK PIPE. 4.5. TRENCH BOTTOMS ARE TO BE RAKED AND IMMEDIATELY COVERED WITH AT LEAST SIX INCHES OF AGGREGATE. ANY SMEARED SURFACES ON THE TRENCH WALLS ARE TO BE RAKED. DISTRIBUTOR LINES ARE CAREFULLY PLACED ON THE AGGREGATE AND COVERED WITH AGGREGATE TO A DEPTH OF AT LEAST TWO INCHES OVER THE TOP OF THE PIPE. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES OF THE SURFACE. 4.6. IN GRAVITY DISTRIBUTION SYSTEMS, THE PIPE SHALL BE CAREFULLY SLOPED AT BETWEEN 1/16 INCH AND 1/32 INCH PER FOOT. GRADES SHALL BE DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. 4.7. AFTER THE UPPER AGGREGATE IS PLACED, THE GEOTEXTILE, UNTREATED BUILDING PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED AND THE TRENCH BACKFILLED WITH NATIVE SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THEY SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL SUCH AS TREATED BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. 4.8. THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL TO ALLOW FOR SETTLING AND AFTER SETTLEMENT THE ENTIRE AREA SHOULD BE GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. N z io z cn w 2 z z 6'-0" ZW (TYPIQ ABSORPTION TRENCH SEE TYP. DETAILS 4" TOPSOIL, SEED, AND MULCH m SLOPE SLOPE FIELD AND ALL SURROUNDING Q DISTURBED AREAS IMMEDIATELY w•jY: t t,• - DIVERT RUNOFF FROM ,,.}, `;;; - ,; � r•;;. :•R'' E DRAINAGE UP SLOP ��,,; y�°'' •��• :•w.h EXISTING SITE SOIL W/ AREA `; ;_; • ; : >: >� •:,+• PERCOLATION RATE A.• OF 1-5 MIN PER INCH 2'-0" MIN. ABOVE �� =I I -I I 1=1 I I -I I I -I i I IEEI I I- . BEDROCK, GROUNDWATER, OR IMPERVIOUS PER FV CONDITIONS 1. SEE TYPICAL ABSORPTION TRENCH DETAILS FOR INFORMATION NOT SHOWN 2. INSTALL NO. OF TRENCHES DEPENDING ON BEDROOMS AND SITE CONSTRAINTS, SEE DESIGN DATA BELOW FOR INFO. STANDARD ABSORPTION TRENCH DETAIL NOT TO SCALE 4" TOPSOIL MOUND FOR SETTLING 00, �----- -� FINISHED GRADE z LANDSCAPE FABRIC, RESIN PAPER, iv OR GEOTEXTILE FABRIC (FULL 2 FT. WIDTH OF TRENCH) 4" DISTRIBUTOR PIPE - 6-0" O.C. z z SITE SOILS WITH PERCOLATION o J' RATE 1-5 MIN/IN �O CV :. ? - SYSTEM BOUNDARY; BEDROCK OR EVIDENCE OF HIGHEST LEVEL OF GROUND WATER 2'-0" TRENCH WIDTH TYPICAL LEACH FIELD SECTION NOT TO SCALE N z GRADE i' SLOPE TRENCH BOTTOM co 1/16" - 1/32" PER FOOT CRUSHED STONE OR WASHED GRAVEL 4" PERFORATED 3/4" TO 1 1/2" . '4'' PVC LATERAL FILL MATERIAL NOTE: LENGTH AND LAYOUT OF FIELD SHALL BE BASED ON DESIGN. SEE NOTES AND DESIGN DATA ON C-1 FOR INFO NOTES: 1. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED OR PLUGGED 2. ALL LATERALS TO BE OF EQUAL LENGTH. 3. INSTALL LATERALS PARALLEL WITH SITE CONTOURS/SLOPE LEACH FIELD PROFILE SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS WELL OR TO STREAM, LAKE, (2) SYSTEM COMPONENT SUCTION LINE WETLAND, WATERCOURSE DWELLING PROPERTY LINE HOUSE SEWER 25' CAST-IRON PIPE ATER-TIGHT JOINTS 50' OTHER• MATERIALS.................................25'.........................................3'.............................1.Q'................... ..........................................)......................... SEPTICTANK .......................................................50�.......................................................50�..........................................1...............................10�.................. EFFLUENT LINE TO DISTRIBUTIONBOX ......... ........ ........................................ ...5fl'•......... •............. ..............................,50',........... .................... .....,....1.0' DISTRIBUTIONBOX ...... .....................10'.. 10, ............... ...........................................100'....................................................100'.......................................20'...................:. 'AESORPTION FIELD 100' 1 10b' . 20' .......1.0'... ...........................................................{..)....................................................,,...................................,................................-....,...,...•...,,......... SEEPAGEPIT.......................................................1...'.{....... .........................................100'....................................... 0'...........................10'................... DRY WELL (ROOF AND, FOOTING •DRAINAGE) ............................. 50.'....................................................... 2.5........................ ............ ......20'............................1.Q'...I ...... I ....... . RAISED OR MOUND SYSTEM.I`3)...........................................................100'.��)..............................................100'....................................... .............................. ���................... NOTES: 1. WHEN SEWAGE TREATMENT SYSTEMS ARE LOCATED IN COARSE GRAVEL OR UPGRADE AND IN THE GENERAL PATH OF DRAINAGE TO A WELL, THE CLOSEST PART OF THE TREATMENT SYSTEM SHALL BE AT LEAST 200 FT. AWAY FROM THE WELL. 2. MEAN HIGH WATER MARK 3. FOR ALL SYSTEMS INVOLVING THE PLACEMENT OF FILL MATERIAL, SEPARATION DISTANCES ARE MEASURED FROM THE TOE OF SLOPE OF THE FILL. NOTE: THESE SITE PLAN/WASTEWATER SYSTEM DRAWINGS WERE NOT PREPARED FROM AN UPDATED FIELD SURVEY AND MAY REQUIRE FIELD VERIFICATION OF PROPERTY LINES, EASEMENTS, HIGHWAY R.O.W., OR OTHER PROPERTY DATA AND/OR RESTRICTIONS, ALL INFORMATION IS SUBJECT TO ANY PROPERTY LIMITATION, EASEMENT, AND/OR LOCAL, STATE, OR FEDERAL AUTHORITIES RULES AND REGULATIONS. ALL APPROVALS AND PERMITS FROM REGULATORY AGENCIES SHALL BE OBTAINED PRIOR TO START OF CONSTRUCTION. THESE DRAWINGS WERE PREPARED WITHOUT THE BENEFIT OF AN UPDATED TOPOGRAPHIC AND BOUNDARY FIELD SURVEY. ALL INFORMATION CONTAINED HEREIN SHALL BE DEEMED APPROXIMATE AND IS SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR AND OWNER PRIOR TO CONSTRUCTION. SEPTIC SYSTEM DESIGN INFORMATION SOIL TEST DATA: SEE PLOT PLAN FOR SUBSURFACE TESTING DATA; - NO GROUNDWATER OR BEDROCK BOUNDARY WITHIN 60-INCHES OF SURFACE - PERCOLATION RATE 1 MIN TO 5 MIN PER INCH - APPLICABLE FOR STD ON -SITE ABSORPTION TRENCH SYSTEM SEPTIC SYSTEM DATA 3 BEDROOM TYPE OF SYSTEM: STD STONE TRENCH SYSTEM NO. GALS. PER BEDROOM: 110 GPD DESIGN FLOW RATE: 330 GPD MINIMUM SEPTIC TANK CAPACITY: 1000 GAL DESIGN PERCOLATION RATE: 1-5 MIN/IN SOIL APPLICATION RATE: 1.2 GPD/SF MINIMUM TRENCH LENGTH REQ'D: 138 LF PVC THREADED CAP FINISHED GRADE 1; , IE-1 I I -I LIl*911 �_�lil� I�II1I,�IIIii�,ll111l11llll��'� 4" RISER AS REQUIRED 45' BEND " ME TO SEPTIC TANKS- i Z FROM HOUSE NOTE: INSTALL EXTERIOR CLEANOUT AT ALL BENDS > 45° IN HOUSE SEWER TO SEPTIC TANK CLEAN -OUT DETAIL NOT TO SCALE +I I I INLET --J 4" HIGH DENSITY POLYETHYLENE CONCRETE OR STONE PIPE SEALS AT ALL CONNECTIONS TOP VIEW MARKER ABOVE ALL BURRIED COVERS RECOMMENDED. GRADE 8"-12" COVER iv INSPECTION COVER INLET BAFFLE 5 OUTLET DIST, BOXY "*H INLET FROM - N I • ' . SEPTIC TANK 4"0 OUTLETS WITH HIGH--"*; ',�, +: •'.' `',' •. ' •'. DENSITY POLYETHYLENE PIPE SEALS AND SPEED LEVELERS SECTION VIEW D135 DISTRIBUTION BOX NOT TO SCALE DISTRIBUTION DEVICE NOTES: 1. MINIMUM SLOPE OF EACH OUTLET PIPE SHALL BE j INCH PER FOOT. 2. ALL OUTLET PIPES FROM DISTRIBUTION BOX TO HAVE FLOW LEVELERS INSTALLED. 3. DISTRIBUTION BOX KNOCKOUTS TO HAVE HIGH DENSITY POLYETHYLENE PIPE SEALS. 4. THE DISTRIBUTION BOX SHALL HAVE A REMOVABLE COVER NOT MORE THAN 12 INCHES BELOW GRADE. WHERE, DUE TO SITE CONDITIONS, A DISTRIBUTION BOX MUST BE GREATER THAN 12 INCHES BELOW THE SURFACE, AN EXTENSION COLLAR SHALL BE INSTALLED TO WITHIN 12 INCHES OF THE SURFACE. 5. ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL, AND HAVE THE SAME SLOPE FOR THE FIRST 10 FEET TO INSURE THE EVEN DISTRIBUTION OF FLOW. 6. DISTRIBUTION BOXES MUST BE SET ON A BED OF SAND OR PEA GRAVEL AT LEAST 6 INCHES THICK WHEN SITE SOILS ARE COHESIVE. 7. THE DROP BETWEEN INLET AND OUTLET INVERTS SHALL BE AT LEAST TWO INCHES. A BAFFLE IS REQUIRED AT THE INLET SIDE OF THE BOX. 8. THERE SHALL BE A MINIMUM TWO INCH CLEARANCE BETWEEN THE INVERTS OF THE OUTLETS AND THE BOTTOM OF THE BOX. 9. USE PRECAST DISTRIBUTION BOXES, BY FORT MILLER CO., INC. OR EQUAL. SEPTIC SYSTEM GENERAL NOTES: 1. SEWAGE DISPOSAL SYSTEMS SHALL NOT BE INSTALLED IN WET OR FROZEN SOIL. 2. THERE SHALL BE NO VEHICULAR TRAFFIC OVER THE SEWAGE DISPOSAL SYSTEM. PRIOR TO CONSTRUCTION, THE AREA OF THE SYSTEM SHALL BE STAKED OUT AND FENCED OFF. 3. THE SANITARY DISPOSAL SYSTEM HAS BEEN DESIGNED IN GENERAL CONFORMANCE OF"APPENDIX 75-A, WASTE TREATMENT - INDIVIDUAL HOUSEHOLD SYSTEMS, NEW YORK STATE SANITARY CODE". 4. CELLAR, ROOF, AND FOOTING DRAINS SHALL NOT BE DISCHARGED INTO THE SEPTIC SYSTEM OR IN THE VICINITY OF THE ABSORPTION FIELD. 5. THE SEWAGE DISPOSAL SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE GARBAGE GRINDERS OR WATER SOFTENER BACKWASH. 6. HOUSE SEWERS ARE LAID ON FIRM FOUNDATION AT A MINIMUM GRADE OF ONE -QUARTER INCH PER FOOT PREFERABLY WITHOUT BENDS. AT LEAST ONE CLEANOUT WITH A PROPERLY FITTED PLUG IS TO BE PROVIDED. THE HOUSE SEWER SHALL ALLOW FOR VENTING OF GASES FROM THE SEWAGE SYSTEM. 7. HOUSE SEWER CONSTRUCTION INCLUDING MATERIALS SHALL COMPLY WITH THE APPLICABLE REQUIREMENT OF THE PLUMBING CODE OF NEW YORK STATE. 8. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND ANY WATER LINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES. 9. SUCTION WATERLINES SHALL NEVER CROSS UNDER HOUSE SEWERS OR ANY OTHER COMPONENT OF THE SEWAGE SYSTEM. 10. ANY CHANGE IN DIRECTION OF HOUSE SEWER PIPE WHICH EXCEEDS 45 DEGREES WILL REQUIRE A CLEANOUT. 11. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 12. CONTRACTOR TO FIELD LOCATE ALL SEPTIC SYSTEM COMPONENTS PRIOR TO CONSTRUCTION FOR COORDINATION WITH, EXISTING CONDITIONS, SITE CONDITIONS, PROPERTY LINES, AND SETBACK OR SEPARATION REQUIREMENTS. 13. IT IS CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND VERIFY ACCESS REQUIRED TO COMPLETE WORK SPECIFIED WITH OWNER PRIOR TO CONSTRUCTION. 14. ALL DISTURBED AREAS TO BE TOPSOILED, SEEDED, AND MULCHED AFTER BACKFILLING AND RE -GRADING. 15. CONTRACTOR TO LAY OUT ENTIRE SYSTEM TO VERIFY DEPTHS, INVERT ELEVATIONS, BOUNDARY LINES AND SETBACKS IN ACCORDANCE WITH PLANS PRIOR TO CONSTRUCTION. WHERE LOT LINES ARE NOT KNOWN OR CANNOT BE VERIFIED FROM SURVEY FIELD MARKERS, CONTRACTOR SHALL EMPLOY SURVEYOR FOR FIELD VERIFICATION OF PROPERTY LINE LOCATIONS PRIOR TO CONSTRUCTION. 16. CONTRACTOR SHALL NOTIFY ENGINEER FOR FIELD OBSERVATION OF SYSTEM INSTALLATION PRIOR TO BACKFILLING. 17. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS PRIOR TO START OF WORK. 18. CONSTRUCTION OF THE SANITARY DISPOSAL SYSTEM SHALL BE PERFORMED UNDER THE GUIDANCE OF A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. CERTIFICATION THAT THE INSTALLATION WAS MADE IN ACCORDANCE WITH THE APPROVED PLANS AND APPENDIX 75-A WASTEWATER TREATMENT STANDARDS FOR INDIVIDUAL HOUSEHOLD SYSTEMS SHALL BE MADE TO THE LOCAL CODE ENFORCEMENT OFFICER. 19. NO WELLS ARE KNOWN TO EXIST WITHIN 100 FEET OF THE PROPOSED LEACHFIELD SYSTEM. CONTRACTOR SHALL FIELD VERIFY SEPARATIONS TO NEIGHBORING PROPERTIES WELLS AND SEWAGE DISPOSAL SYSTEM COMPONENTS PRIOR TO INSTALLATION. z PROPERTY LINE 1 WELL 1 ___STREAM_ POND OR 1 LAKE�� Gz VW 1 I ELL 16 C) ;o 1 o I MEAN HIGH WATE I Z,• MARK/ELEVATION OQ�, Z 2 O 1 ✓ I $ c4 1 SEPTIC z I 1 1 TANK N SEPTIC D-BOX I ANl I I r X • I i 1 V MIN. TYPICAL FROM I 1 1 I I I TRENCH I 1 4 • ICL) '�"•'. ' I I I I I ' I •• - I I 1 I I k.1 I I ( 1 I I I ABSORPTION FIELD j ABSORPTION FIELD I PROPERTY LINE -- --------- - -- - -- ---®-- NOTES: 1. TILE FIELD TO BE 100' OR MORE FROM ANY 3. DISCHARGE FOOTING, ROOF, AND CELLAR DRAINAGE AWAY LAKE, SWAMP, DITCH, OR WATERCOURSE AND 10- OR FROM SEWAGE SYSTEM. MORE FROM ANY WATERLINE UNDER PRESSURE. 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL WITH 2. FOR SEWAGE PIPE BETWEEN HOUSE AND SEPTIC CONTOUR LINES. TANK USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 PVC WITH SOLVENT WELDED JOINTS. TYPICAL SEWAGE DISPOSAL SEPARATION SCHEMATIC yj aa0znA cac-� ea �oeUj ccc�w .Z_j ii w 0 U_ ' Cj Z UA C42 Q �ea-va� ■ W ■ W Wftft ■ M T . co y N ca TMM O cc :. ZN v W Q, C" y cn as Z y ® U. m • ca .� 0 co ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST, THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION OF THE CODE, IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YORK CALL BEFORE YOU DIG WAIT THE REQUIRED TIME CONFIRM UTILITY RESPONSE RESPECT THE MARKERS DIG WITH CARE SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. VISIT www.digsafelynewyork.com FOR ADDITIONAL INFORMATION. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER ISALTERED THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. FILE COPY ENGINEERS STAMP: �OF PN�E O w O o 4,0. 07906 ROPES S I ONP� �/19/23 REVISIONS 5 4 3 2 1 PROJECT NO.: 1815 SCALE: AS NOTED DATE: 4/19/23 DRAWN BY: DWRPE PROJECT: FRED CHAMPAGNE 1 JUNIPER DRIVE, QBY DRAWING TITLE TYPICAL SEPTIC DETAILS DRAWING NO. 278.20-1-16 RC-0180-2023 C=2 Champagne, Fred 1 Juniper Dr SFD w/gas insert 1718 s.f. NOT TO SCALE NOT TO SCALE OF 2 Map Reference Map of a survey made for Jeffery & Michelle Kain Dated: April 20, 1998 Last Revised: September 22, 1998 By: van Dusen & Steves Land Surveyors Deed Reference Frederick L. Champagne and Barbara M. Champagne To Debra C. Bardin and Michelle C. Kain Dated: December 03, 2003 Recorded on: December 04, 2003 Book:1356 Page:22 I .) THI5 MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. 2.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. r U. NG152 3.) THI5 MAP WAS PREPARED FKOM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFE5510NAL LAND SURVEYORS. 4.) THIS MAP 15 COPYRIGHT (0 2023 VAN DU5EN * 5TEVE5 LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT 15 VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. 5.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. G.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. 7.) THE SURVEYED PARCEL 15 SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE TOWN OF QUEEN5BURY, THE COUNTY OF WARREN, AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. D'UNAUTHORIZED ALTERATION OR ADDITION TO A 5URVEY MAP BEARING A LICENSED LAND 5URVEYOR5 5EAL 15 A VIOLATION OF SECTION 7209, 5U6-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.' "ONLY COPIES FROM THE ORIGINAL NE THIS SURVEY H TH AN ORIGINAL Off THE LAND 5URVEYOR5 WIT SEAL SHALL BE CON51DERED TO BE VAUD TRUE COPIE5." "CERTIRCATION5 INDICATED HEREON 51GNIFYTHAT THI5 5URVEY WA5 PREPARED IN ACCORDANCE MTN THE ® EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIAI ION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATION5 5HALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED, AND ON HI5 BEHALF TO THE TITLE COMPANY, GOVERNMENTAL Haviland Road Queensbury, New York 12804 AGENC169 55IGNE5OAND LENDING THE LE DINION I5EDHEREON,AND TO TO THE ASSIGNEES OF THE LENDING INSTITUTION.° (518) 792-8474 New York Lic. No. 50135 U.P. NG153 V D6 7 Lands Now or Formerly of Jospeh Cramer Book:6451 Page:81 276.20-1 - 14 FINAL SURVm I p[EuEOVE OCT 0 4 202 ,TOWN OF QU NSBURY BUILDIN & CODES 1 /2" I RF 3/8" I RF 0 ti Area IRF 32522 Sq. Feet 0.75 Acres c 9 63�3y S 8 CIR5 Map of a Survey made for ChampagneBarbara & Frederick Town of Queensbury, Warren County, New York `7a 1 10%4/2- NO. DATE Lands Now or Formerly of Michelle Kain Book:1048 Page:221 278.20-1-20 GV' (SE- i,y, ty (� A- - 4t ANO d L.vZ8, 1\ Yy }( Date: April 28, 2023 Scale / I'L=30' SHEET 1 OF 1 FINAL SURVEY CHAMPAGNE DESCRIPTION DWG. NO. 23-082 C38751 T 278.20-1-1 G