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RC-0553-2020 PRINCIPLE STRUCTURE Office Use Only 4:3 PERMIT APPLICATION . 55j? Zo2p Permit#: C_D Town of Quccnsbury Permit Fee:$ 1)3 q6, (a 742 Bay Road,Queensbury, NY 12804 *Rec. Fee:$ P: 518-761-8256 www.queensburynet Invoice#: 2-` °)r4' Project Location: $ I ktoter 77rl'U•e• Tax Map #: 3/6. . /7— 1 -4 Subdivision Name: TOWN BD.RESOLUTION 86-2013:$850 recreation fee for new dwelling units: single family,duplexes/two-family, multiplefamily, apartments,condominiums, townhouses,and/or manufactured &modular homes,but not mobile homes. This is in addition to the permit fee(s). CONTACT INFORMATION: • Applicant: Name(s): Rr/Ah W 41c /� Mailing Address, C/S/Z: �( .S d �!�" die • �•tnS �115i •Y• /2.F / Cell Phone: ( 57r 79 6 - 6 5-2414 Land Line: ( ) Email: b/ hAywGrtd offl Ocl-Hoek - Gahl • Primary Owner(s): /' // A Name(s): •Oiefa' f i(4Pcm h'Gcrt4J4PG( Mailing Address, C/S/Z: ZI .�'4o'dare/ Ft lam. Glkis-Rh;� /7 Y • /Zrol Cell Phone: (5/2 ) 7f 6 - 6 .5-24/ Land Line: ( ) Email: bibAr re(v Oti- /aa4 . GGMI Check if all work will be performed by homeowner only • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: **List all additional contractors on the back of this form • Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: Contact Person for Building & Code Compliance: ?ktc..rt Cell Phone: ( ) Land Line: ( ) Email: Principle Structure Packet Revised February 2019 PROJECT INFORMATION: TYPE: _Commercial sidential WORK CLASS: Ingle-Family Two-Family _Multi-Family(#of units ) Townhouse Business Office Retail Hotel/Motel Industrial/Warehouse _Garage(#of cars ) _Other(describe ) STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: / Z is'.floor: / c.,?a,6 Z 1sr floor: 3bi <•f'-�aliO4 � Z 2"d floor: / J�,6 �7��LL 2nd floor: 3'floor: Total square feet: Basement(habitable space): a 2- Total square feet: .?6 7,2 -(4 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ log o•ao. 2. Proposed use of the building: ReSrclerrh'41 3. If Commercial or Industrial, indicate the name of the business: !v o 4. Source of Heat: Gas Oil Prose - Solar Other: (Fireplaces need a separate Fuel Burning Appliances&Chimney Application, one per appliance) 5. Are there any structures not shown on the plot plan? YES dr. Explain: 6. Are there any easements on the property?415174 NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? ✓ a 02 :o b. Is this a corner lot? YES NO c.Will the grade be changed as a result of the construction? YES ariO d.What is the water source? PUBLIC PRIVATE 420 e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Pri✓44 Ye? iG Principle Structure Packet Revised February 2019 DECLARATION: I. lacknowledge that no construction shall commence prior to issuance of a valid building permit and work will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approva I. 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 in conformance 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 understand that IMre are required to provide an as-built survey by a licensed land surveyor of a II newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: / Plan• l-I�war PRINT NAME: Pr SIGNATURE: 4DATE: 7 ' /~' 2 D Principle Structure Packet Revised February 2019 ' NATURAL LIGHT,VENTILATION&EMERGENCY EGRESS CALCULATION SHEET Project Location: PR er )r i►`�Primary Owner (s): Rr/u#. 1 l�arrrt X//i wae',0L 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 Li viN� 792 6 3. 3 6 7 46 3 i. 6 .C'/- O -- A,,Y' 62s-- .co•o /46. 2. 2 S. � /- 3 377 eged "'n l�,4 1149 2.3. 7 - // 4f 7 Ie�ri * 3 l�� /1 Z 3. 6 7. S //- I 7 �- • Principle Structure Packet Revised February 2019 WINDOW SCHEDULE CALCULATION SHEET Project Location: r g/ftCr Tr, Primary Owner (s): Wrtyh -t kei eek 1-1AJ00-2. lvehd rGo+^lR..�ioori/ $!-�l.ty I14-le y Roo J 3 A-rC o� Habitable Rooms Window#/letter On Plan Manufacturer Name Model/Type 3041/a 30 c- 3021O 3 o K/o 3o yi o 7 Y«Pg PH A4 w Att off PH 3.0 y/o -3 D1f Unit/Block# Cell Size Rough Opening Width 3S46/8. 34 ' -zq" 37'` % ;c. fk 4.x6/K /!y`tx6/ Sq. Ft. Vent 5, 7 1- s" 2.f S.1 5'. !7 t Sq. Ft. Egress/ ; 7 Clear Opening S-•7 /, `. 2 , P5',7 ✓t'-7 r-.7 Clear Opening- • Width in inches Clear Opening- 5=7 Height in inches .5; 7 /. S 2. ? 5-' 7 5;7 Special Hardware or instructions U-Value a, a 0-x y O� zq D.Z f 0- 21 az-f a-zq 2 t,✓,k:. d0rv,.1 .s•.r+te sIi�o Principle Structure Packet Revised February 2019 Office Use Only FUEL BURNING APPLIANCE & Permit#: QC'0553"2020 CHIMNEY APPLICATION Permit Fee:$ • r.., !f • Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-7618256 www.queensburynet Project Location: a/over Pr Ifr-e_ Tax Map ID: 3/C • 17— / Room of Install: Li von? oorel Planned Install Date: **ONE APPLICATI ON PER APPLIANCE** CONTACT INFORMATION: • Applicant: Name(s): aria r1 11 oboe Mailing Address, C/S/Z: 2/ S d elf j s4P • Cell Ph.: _(.574- ) 794 ac24" Land Line: ( ) Email: 6 I h4 y /'tI ® oK4--Aook • com • Primary Owner(s): k-4,feet Name(s): Rr/4h � 1417/4/4/4 / Mailing Address, C/S/Z: 2/ 521v filar/ A vc • Cell Ph.: _( /1" ) 7l6 •65W Land Line:_( ) Email: b( hA yw t a' ® ®te f/io/ . Cowl Check if all work will be performed by homeowner only • Installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:_( ) Land Line: _( Email: Contact Person for Building & Code Co pliance: 'r/Ar Cell Ph.: _( 5/k) r6 6 S Z Land Line: ( ) YEmail: b ( t d 60 of4-Hao k • ors/ Principle Structure Packet Revised February 2019 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: Model#: SOURCE OF HEAT: od —Coal _Pellet _Gas CHIMNEY INFORMATION: asonry(require plans to be submitted): lock brick stone Flue: tile _steel _size, in inches Material*: _double-wall _triple-wall _insulated (*Manufacturer's name: Model#: ADDITIONAL INFORMATION: 1. Two 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: 7r/R ICI /4 to r/ SIGNATURE: DATE: I • oZ O Principle Structure Packet Revised February 2019 Office Use Only Town of Quc�bu ry SEPTIC DISPOSAL PERMIT APPLICATION Permit#: '?-07-v Permit Fee:$ ; Invoice#: Septic Variance? Yes No 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Tax Map ID#: 3/6 • f 7 l " f Project Location: ✓" P / nr *Pr!Vie. • Applicant: -D Name(s): getom #ld ywerri Mailing Address C S Z: 2( S 'hd '/ Ave - Cell Phone:_( CM" ) 7f'6' 6SZ9 Land Line: _( Email: b/ i a ywari at.diaak. . com • Primary Owner(s): Name(s): /cr - L.G✓ram /JaJ i"01 Mailing Address, C/S/Z: Zr J'-1-w a'a✓i ,41- • Cell Phone:_( /c ) 79's e$2Y Land Line: _( Email: Cl/ haywot/^df aw-Had4 - GoH'I Check if all work will be performed by homeowner only • Contractor: Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:_( ) Land Line: _( ) Email: • Engineer(s): Name(s): Mailing Address, C/S/Z: Cell Phone:_( ) Land Line: _( Email: Contact Person for Building & Code Com liance: rigoi f viJ4r, / Cell Phone: _( 79 • 6 Land Line: ( ) Email: bT ha'wac/ Gam-/oo • Go' i Principle Structure Packet Revised February 2019 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes 0o 1980 or older 150 Installed? (circle one) 1981-1991 130 Spa or Hot Tub Yes Installed? (circle one) 1992-Present 110 �„ /1a t e PARCEL INFORMATION: Topographyt Rolling Steep Slope %Slope Soil Nature _Sand _Loam _Clay _Other(explain: Groundwater At what depth? Bedrock/Impervious material At what depth? Domestic Water Supply -Municipal —Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate: per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size gallons(min.size 1,000 gallons,add 250.gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length ft.; Each Trench ft. Seepage Pit with#3 stone How many: ; Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size ;#of tanks �r�j AV 4dde 74 t,p l 1,314rpsa77ia -w•'!/ her r.eta d Z7 �k�c lr�s-r� g-s'finest/' / 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. 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: RY/ T gay 4/eV/ DATE: f• 7 e2 O SIGNATURE: DATE: ( ' 7-2 Q Principle Structure Packet Revised February 2019 }'`',. ..raja... TOWN n]� 'j��'7(�jr''�/��fT,(�T{ ]p]7nJ�gjJ'��(f 1 O OF Q ISRI(.JE V V B�b/ILR S ._r 742 Bay Road, Queensbury, NY. 12804-5902 4f "Home of Natural Beauty... A Good Place to Live " rr. March 10, 2020 Mr. Brian Hayward 21 Stoddard Street - Glens Falls,NY 12801 Dear Mr. Hayward: Enclosed please find a certified copy of Resolution No.BOH 20,2020 entitled Resolution Approving Brian Hayward's Application for Sanitary Sewage Disposal Variances. . If you have any questions regarding this Resolution,please feel free to contact our office @ 761-8235. Respectfully, Rose Mellon Deputy Town Clerk I Town of Queensbury Enc. C: Hutchins Engineering e Caroline Barber, Town Clerk&Receiver of Taxes-518.761.8234 •Rose Mellon, Deputy Town Clerk I-518.761.8235• Karen O'Brien, Deputy Town Clerk II-518.761.8236 • Colleen Rathbun; Deputy Town Clerk III-518.761.8232 °Veronica Stillman, Records CIerk-518.761.8257 e Kim Moulton, Deputy Tax Receiver I-518.761.8237°Carlee Breault,Depu✓Tax Re cet De?II 518 7c, � RESOLUTION APPROVING BRIAN HAYWARD'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 20,2020 INTRODUCED BY: Mr. George Ferone WHO MOVED ITS ADOPTION SECONDED BY: Mr.Anthony Metivier • WHEREAS, Brian Hayward (Applicant) filed an application for variances from the Town of Queensbury On-Site Sewage Disposal Ordinance,Chapter 136 to install a new drilled well: 1_ 65' from a seepage pit on the parcel to the north in lieu of the required 150' setback; and 2. 96' from a seepage pit on the parcel to the south in lieu of the required 150' setback; on property located at 5 Palmer Drive in the Town of Queensbury,and • WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday,March 9th,2020,and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW,THEREFORE,BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy;and 2. the Local Board of Health finds that the granting of the variances are necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicant; and BE IT FURTHER, RESOLVED, contingent upon the installation of an ultraviolet light water disinfection system, that the Local Board of Health hereby approves the.application of Brian Hayward for variances from the Sewage Disposal Ordinance to install a new drilled well: 1. 65' from a seepage pit on the parcel to the north in lieu of the required 150' setback; and 2. 96' from a seepage pit on the parcel to the south in lieu of the required 150' setback; on property located at 5 Palmer Drive in the Town of Queensbury and bearing Tax Map No: 316.17-1-4. Duly adopted this 9th day of March,2020,by the following vote: AYES: Mr.Freer,Mr.Ferone,Mr. Stough,Mr.Metivier NOES: .None I,Rose Mellon,Deputy Town Clerk of the Town of Queensbury,Warren County, New York,do hereby certify that I have compared the foregoing with the ABSENT: Mrs_ Switzer original resolution as listed above adopted at a Qe 9 v I a/ meeting of the Town Board of the Town of Queensbury held on the 0144+ day of Cal a(a h 20av,at which a quorum was present and that the same Is a correct transcript therefrom and of the whole original thereof to date, IN WITNESS THEREOF,I have hereto set my hand and the SEAL of said Town of Queensbury,this toh.day of inn cic k .20a.D SEAL SIGNED: "R' - •. Rose Mellon •5,• Deputy Town Clerk "''•• Town of Queensbury NOTICE OF PUBLIC HEARING IN ACCORDANCE WITH TOWN OF QUEENSBURY ON-SITE SEWAGE DISPOSAL ' ORDINANCE CHAPTER 136, NOTICE IS HEREBY GIVEN THAT THE TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH WILL CONDUCT A PUBLIC HEARING ON MONDAY, MARCH 9TH, 2020 AT 7:00 P.M.AT THE QUEENSBURY ACTIVITIES CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY BRIAN HAYWARD FOR SEWAGE DISPOSAL VARIANCES TO INSTALL A NEW DRILLED WELL: 1. 65' FROM A SEEPAGE PIT ON THE PARCEL TO THE NORTH IN LIEU OF THE REQUIRED 150' SETBACK;AND 2. 95' FROM A SEEPAGE PIT ON THE PARCEL TO THE SOUTH IN LIEU OF THE REQUIRED 150' SETBACK; ON PROPERTY LOCATED AT 5 PALMER DRIVE IN THE TOWN OF QUEENSBURY(TAX MAP NO.: 316.17-1-4). • AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD. PUBLICATION DATE: FEBRUARY 28,2020 CAROLINE H.BARBER TOWN CLERK TOWN OF QUEENSBURY Generated by REScheck-Web Software 'Compliance Certificate 11 WIT Project Bryan Hayward- REVIEWED FOR I © �l EC 01 2020 Energy code: 2018 IECC ENERGY CODE COMPLIANCE r r.._ _ -�� Location: Glens Falls, New York E��«�nAl.� It" �"• Construction Type: Single-family I IE t i _iitYi fN_i a ..'r ` r s Project Type: New Construction Conditioned Floor Area: 2,712 ft2 Glazing Area 9% ! -. Climate Zone: 6 (7635 HDD) ., pp l.. Permit Date: '"f COPY Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Palmer dr. Queensbury,ny 12804 Compliance;Passes using UA trade.-off k Compliance: 0.3%Better Than Code Maximum UA: 378 Your UA: 377 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. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA Perimeter Ceiling:Raised or Energy Truss 1,176 49.0 0.0 0.020 24 • Wall:Wood Frame, 16"o.c. 2,880 21.0 0.0 0.057 149 Door:Solid Door(under 50%glazing) 20 0.260 5 Door 1:Glass Door(over 50%glazing) 40 0.300 12 Window:Wood Frame 207 0.290: 60 Floor:All-Wood Joist/Truss 3,721 38.0 0.0 0.026 97 Crawl:Masonry Block w/Empty Cells 800 0.0 13.0 0.063 30 Wall height:5.0' • Depth below grade:4.0' Insulation depth:5.0' 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. Ci/ I NA 1// /f i etiO ailei . )(jz eel%o. . Name-Title Signature pate • Project Title: Bryan Hayward Report date: 11/28/20 Data filename: Page 1 of 9 Y REScheck Software Version : REScheck-Web giInspection Checklist 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 Complies? Comments/Assumptions # Pre-Inspection/Plan Review. Value Value , &Req.ID ❑ p 103.1, Construction drawings and '❑Does Not 103.2 documentation demonstrate i , [PR1J1 energy code compliance for the i • ❑Not Observable building envelope.Thermal 6 ❑Not Applicable J envelope represented on f i construction documents. 103.1, Construction drawings and ❑Complies j❑Coes Not 103.2, documentation demonstrate I 403.7 energy code compliance for ;❑Not Observable [PR3)i _ lighting and mechanical systems. ❑Not Applicable v Systems serving multiple i dwelling units must demonstrate compliance with the IECC ; Commercial Provisions. } ' 302.1, 1 Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 ;sized per ACCA Manual S based - Btu/hr Btu/hr ❑Does Not [PR212 i on loads calculated per ACCA Cooling: Cooling: ❑Not Observable k ;Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. i , Additional Comments/Assumptions: • f 11 High Impact(Tier 1) 12.I Medium Impact(Tier 2) 13 I Low Impact(Tier 3) I Report date: 11/28/20 Project Title: Bryan Hayward Page 2 8of/ 9 Data filename: Section Plans Verified Field Verified Complies? Comments/Assumptions # Foundation Inspection Value Value. &Req.ID R_ ❑Complies See the Envelope Assemblies V071111 i Unvented ton crawl space wall R' ❑Does Not table for values. [FO7]1 insulation R-value. R_ R- ❑Not Observable' ❑Not Applicable 303.2 Unvented crawl space wall ;❑Complies [FO8]1 . insulation,installed per i❑Does Not manufacturer's instructions. ;❑Not Observable 92) i❑Not Applicable • 402.2.11 Unvented crawl space continuous f. 3❑Complies 1❑Does Not [FO9]i vapor retarder installed over ;❑Not Observable exposed earth,joints overlapped l ' by 6 in.and sealed,extending at ❑Not Applicable least 6 in.up and attached to the` - , wall.402.2. See the Envelope Assemblies in. in. ❑Complies [F01011 i Unvented ton depthrawl space wall ❑Does Not table for values. [FO10]1 insulation of burial or ` distance from top of wall. ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed j i❑Complies Does Not [FO11]2. to protect exposed exterior S , insulation and extends a t I❑Not Observable • minimum of 6 in.below grade. i " ❑Not Applicable 403.9 Snow-and ice-melting system { '❑Complies❑Does Not [FO12]2 controls installed. l • ['Not Observable �J i ONot Applicable •Additional Comments/Assumptions: • • . 111 High Impact(Tier 1) I.2 I Medium Impact(Tier 2) 13 I Low Impact(Tier 3) 1 Report date: 11/28/20 Project Title: Bryan Hayward page 3 of 9 Data filename: • Section Plans Verified Field Verified Complies? Comments/Assumptions # Framing/Rough-In Inspection Value Value &Req.ID 402.1.1, Door U-factor. U' U_ ❑Complies See the Envelope Assemblies table for values. 402. [FR1]4 ❑Does Not[Not Observable FRl] ,g ❑Not Applicable DComplies See the Envelope Assemblies 402.1.1, Glazing U-factor(area-weighted U- U_ ❑poes Not table for values. 402.3.1, average). 402.3.3, ❑Not Observable 402.5 ❑Not Applicable [FR211 ' 303.1.3 U-factors of fenestration products; ❑Complies;❑Does Not [FRO are determined in accordance l with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier DComplies [FR23]1 installed per manufacturer's ❑Does Not �, irstructions. 1 1❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built '. ;❑Complies [FR20]1 is listed and labeled as meeting ! ❑Does Not AAMA/WDMA/CSA 101/l.5.2/A440 ❑Not Observable or has infiltration rates per NFRC i❑Not Applicable 400 that do not exceed code limits. i - 402.4.5 ;IC-rated recessed lighting fixtures; ?❑Complies [FR1612 I sealed at housing/interior finish i :]Does Not and labeled to indicate 5.2.0 cfm V i❑Not Observable ;leakage at 75 Pa. • j i❑Not Applicable 403.3.1 Supply and return ducts in attics 11=1Complies [FR12]1 insulated>=R-8 where duct is !❑Does Not >=3 inches in diameter and>= I ;❑Not Observable R-6 where<3 inches.Supply and; ❑Not Applicable return ducts in other portions of the building insulated>=R-6 for diameter>=3 inches and R-4.2 i I for<3 inches in diameter. I 403.3.2 ;Ducts,air handlers and filter ❑Complies• [FR13]1 boxes are sealed with ;❑Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or 1 ❑Not Applicable International Residential Code,as, ; applicable. . 403.3.5 Building cavities are not used as ; DComplies [FR1513 ducts or plenums. ❑Does Not 4 i i❑Not Observable i i❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R DComplies [FR17]2 i above 105°F or chilled fluids ❑Does Not � below 55°F are insulated to aR- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC i0Complies [FR24]1 piping. i ❑Does Not j❑Not Observable (DNot Applicable 403.5.3 ;Hot water pipes are insulated to R- R- DComplies [FR1812 >_R-3. ❑Does Not J ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 12 f Medium Impact(Tier 2) 13 I Low Impact(Tier 3) I Report date: 11R8/20 Project Title: Bryan Hayward Page 4 of 9 Data filename: Section Plans Verified Field Verified, Complies? Comments/Assumptions # Framing/Rough-In Inspection Value Value &Req.ID �Campties 403.6 ;Automatic or gravity dampers area D [FR19]2 :installed on all outdoor air i DDoes Not ot Observable intakes and exhausts. DNot Applicable Additional Comments/Assumptions: • • • I 1 I High Impact(Tier 1) 1'2 I Medium Impact(Tier 2) { 3 I Low Impact(Tier 3) 1 Report date: 11/28/20 Project Title: Bryan Hayward Page 5 8/ 9 Data filename: Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled i '❑Complies [IN13]2 or the installed R-values IDDoes Not 9) provided. I❑Not Observable DNot Applicable 402.1.1, Floor insulation R-value. R- R- ['Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a; R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 2 of the '❑ Wood 0 Wood ODoes Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation , requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable • 303.2 Wall insulation is installed per } i❑Complies [IN4]1 manufacturer's instructions. I❑Does Not j[Mot Observable 1=1Nat Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bryan Hayward Report date: 11/28/20 Data filename: Page 6 of 9 Section • Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID - 402.1.1, Ceiling insulation R-value. R- R- DComplies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not :table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FIl]l DNot Applicable 303.1.1.1, Ceiling insulation installed per i ;DComplies 303.2 manufacturer's instructions. f❑Does Not (F12)1 Blown insulation marked every ❑Not Observable 300ft2. ;❑Not Applicable 402.2.3 Vented attics with air permeable I y❑Complies ; [FI22]Z insulation include baffle adjacent ! DDoes Not to soffit and eave vents that i ;extends over insulation. ❑Not Observable j i❑Not Applicable 402.2.4 Attic access hatch and door R- R- DComplies [F13]1 insulation>_R-value of the ❑Does Not adjacent assembly. [Not Observable . DNot Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50= ACH 50= DComplies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 DComplies [FI27]1 determine air leakage with IV ft2 ❑Does Not either. Rough-in test Total leakage measured with a ['Not Observable pressure differential of 0.1 inch DNot Applicable 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 DComplies. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in [Not Observable tests,verification may need to DNot Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated j DComplies [F124]1 by manufacturer at<=2%of ;❑Does Not design air flow. i ❑Not Observable j ;DNot Applicable i 403.1.1 Programmable thermostats ; ❑Complies [F19]2 installed for control of primary f ❑Does Not heating and cooling systems and ;initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 . Heat pump thermostat installed ;❑Complies [FI10]2 i on heat pumps. { !❑Does Not 3 ;❑Not Observable . IDNot Applicable 403.5.1 Circulating service hot water 1 ;DComplies [Flll]Z systems have automatic or 1❑Does Not accessible manual controls. DNot Observable DNot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bryan Hayward Report date: 11/28/20 Data filename: Page 7 of 9 • Section Plans Verified Field Verified . # Final Inspection Provisions Value Value Complies? Comments/Assumptions Si Req.ID 403.6.1 All mechanical ventilation system i ❑Complies [FI25]2 fans not part of tested and listed I - 11:1Does Not HVAC equipment meet efficacy i and air flow limits per Table ;❑Not Observable ' 1 R403.6.1. , j❑Not Applicable 403.2 ;Hot water boilers supplying heat ;❑Complies [F126]2 I through one-or two-pipe heating l❑Does Not systems have outdoor setback control to lower boiler water 1 i[Not Observable temperature based on outdoor ;ENot Applicable temperature. 403.5.1.1 ;Heated water circulation systems i i❑Complies [FI28]2 ;have a circulation pump.The j . ;❑Does Not • `system return pipe is a dedicated I return pipe or a cold water supply;. ;❑Not Observable pipe.Gravity and thermos- i❑Not Applicable syphon circulation systems are ,not present.Controls for circulating hot water system ; s` i pumps start the pump with signal i for hot water demand within the ; occupancy.Controls ; ; automatically turn off the pump ;- , when water is in circulation loop ; is at set-point temperature and no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems !❑Complies [F129]2 I comply with IEEE 515.1 or UL ; ❑Does Not 515.Controls automatically i adjust the energy input to the ; ;❑Not Observable heat tracing to maintain the i❑Not Applicable desired water temperature in the piping. i 403.5.2 ;Demand recirculation water ! !❑Complies [F130]2 :systems have controls that i❑Does Not ; , manage operation of the pump and limit the temperature of the ;❑Not Observable water entering the cold water ;❑Not Applicable piping to<= 104°F. ! 403.5.4 'Drain water heat recovery units ; i❑Complies [F13112 tested in accordance with CSA i j❑Does Not B55.1.Potable water-side pressure loss of drain water heat ; ;❑Not Observable recovery units<3 psi for •1 ;❑Not Applicable individual units connected to one ' Z or two showers.Potable water- side pressure loss of-drain water j heat recovery units<2 psi for i 1 individual units connected to i three or more showers. 404.1 90%or more of permanent ;❑Complies [F16]1 fixtures have high efficacy lamps. i❑Does Not ❑Not Observable , iDNot Applicable ; 404.1.1 Fuel gas lighting systems have j ;❑Complies [FI23]3 - no continuous pilot light. i j❑Does Not a }❑Not Observable , ❑Not Applicable ; 401.3 Compliance certificate posted. ! i❑Complies [FI7]2 ! i❑Does Not i❑Not Observable ❑Nat Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bryan Hayward Report date: 11/28/20 Data filename: Page 8 of 9 Section Plans Verified . , Field Verified:; i Final Inspection Provisions Comples. Comments/Assumptions &Req.ID Value, . Value - 303.3 ;Manufacturer manuals for [FI18]3 'mechanical and water heating }❑Does Not systems have been provided. I❑Not Observable 11:1Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) '2 Medium Impact(Tier 2) . 3 Low Impact(Tier 3) Project Title: Bryan Hayward Report date: 11/28/20 Data filename: .. Page 9 of 9 } 7 e(j. 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wail 21.00 Below-Grade Wall 13.00 Floor 38.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 Door 0.30 Heating&Cooling Equipment Efficiency Heating System Cooling System: Water Heater: Name: Date: Comments ;; S-7 ?7� u;}+ FLOOR AREA 0-1 2-3 4-6 AtritawInBf9Y _ �r •*' • (square feet) 60 75 90 :"ti <1,500 30 6 75 9D 105 �r '��`- 1,501-3,000 : 90 105 120 3,0D1-4,SOD 75.... 105 105 120 +'`n 4,501-6,000 75 135 150 '.1 9D 105 [. 120 35 5,001-7,SOD 120 135 15Q 165 ---A 105 _ .,. • >7,500 ,i. - For SL l square Q , are foot 0.0929 mz.!cubic foot per minute=0.0004719 • ref rr • r '": . TAB W115DT.3.3(2) 4r '01 INTERMITTENTINHOLE-HOUSEM ANCAL VENTILATION RATE FACTORS°,b <a"u� RiSPi-TiOAE PERCENTAGE m EACH 4-HOUR {, , sp, 50 i5 GM 59 'E<. SEGMENT 4 F 3 Z 15 'T` Factota the actors pad to be determined by inlerpolanoa �`' a.Far veab7atioa system run time values between blase given, ).-. b.Extrapolation beyond the table is prohibited ' • .{p_ TABLE 5E1507.4 • ,,.4 ' . ''`v. 1 507.4 Local etianst Lis.Local exhaust systems sh IVpNIWI ONE REQUIRED WO-FAMILY HAUSTRA ' ed to have the capacity to exhaust the minimum,`� :•� be design ApppT08E EXHAUST RATES..! .as + flow rate determined in accordance with Table M1507.4.- €1 E pusTEo ,. i.- � Kitchens 100 cfm intermittent or25 dol. "_ cal exhaust capaca o- e 4{,_ Batlimoms-Toflet M �tor20cfmcoatjnu'. . D t Rooms For SI:1 cubic foot par minute=0.0004719 m3/s- �L � ti. •.w 6S f • C�4-t � c ry7 _ �6 m to(2 x - q.) cub = (s!0 clef v'! Rh /-1Ail wqKS---- pc ( Q4 ee/1,5 14 p-v At/ . / t FILE COPY 1 155 MAX HEAT RECOVERY VENTILATOR ENGINEERING DATA LIFEBREATH: THERMALLY CONDUCTIVE,PATENTED DEFROST ALUMINUM CORE Recirculating damper defrost system. The counter-flow heat recovery core transfers heat between the two airstreams.It is easily removed for cleaning or service. CASE Twenty gauge prepainted galvanized steel for superior corrosion resistance.Insulated to MOTORS AND BLOWERS prevent exterior condensation.Drain connections 2-1/2 in.(12 mm)0D.Balancing ports Each airstream has one centrifugal blower driven by a common PSC motor,with multiple are located on door. fan speed operations. ELECTRONICS FILTERS The DXPLO2 control included with the unit can be wall mounted in a central location of Washable air filters in exhaust and supply air streams. the home.3 wire 20 gauge(min.)100 ft length(max.). MOUNTING Four threaded inserts at corners of the cabinet designed to accept the"s"hooks and WARRANTY hangingstrapssuppliedwiththeunit. Units carrya lifetime warranty on the HRV core and a 5 year replacement parts warranty. OPTIONAL ACCESSORIES: Weather Hood• Techerille Terminator Wireless 20/40/60 99-FAGS 99-185 99-EAG4 Fitting - Min Timer 99-18699-187 _ 99-TMS99-TM4. 99-0ET02 99-EAG6 99=EAG8 . 99-TM6 • LIFEBREATH CONTROL OPTIONS TIMER OPTIONS FEATURES. 99-DXPLO2 99-8CO2 99-BC03 99-BC04 99 OETOl-Lifebreath20/4O/60MinuteTimer Initiates high speed Ventilation for 20,40 or 60 minutes.3 wire connection. 5 speed fan operation on each mode = 99-DETO2 2s speed operation ✓ .: ;::..; ✓ ` 'i.p d fan (Low/High) Wireless Lifebreath 20/40/60 Minute Timer Continuous low speed fan operation : :' ::::: Initiates high speed Ventilation for 20,40 or 60 : '^ ` minutes.Wirelessly connects to main control for d' adjustable Dehumidis ✓r' ✓ ✓ ='%'' ease of installation.40'approximate range. Humidity control through tat Excusive to Lifebreath. large digital LCD screen r ✓ ::_' 99-RXO2-Wireless Lifebreath Repeater s >_ ✓. '.:; ✓:.'- ✓,: Extends range of 99-DET02 Wireless Timers.Plugs LED status indicator lights _::.::.-:.__-_- .� g g into 120V power outlet.Wirelessly connects to Continuous Ventilation - main control and 99-DET02.Install at halfway point between timer and main wall control if timer Continuous Recirculation ✓::':': : :.:: : :: .✓.:: :.: .: :::: :. ::;; .:....: ..... _. _.. . is out of range. 20 0N/40 OFF-- .;:. .:. 10 ON/50 OFF i j 5 r f ,20 ON/40 Recirculation ✓ ✓ ✓` x- " 20/40/60 min.High speed override button . - 99-DXPL02 99-DET02 Compatible with 99-DET02 Wireless Timer ✓::::: ✓ ° ::✓:'::::`,:<:::_'`✓`'.;,_ 3 wire connection ✓ : ✓: ✓ ✓ :" LIFER iy ? fir Indoor Air Systems 155MAX(0101-18) www.lifebreath.com a ,, . t I55MAX : :,,,,t,,,_, ... , , HEAT RECOVERY VENTILATOR °' w PERFORMANCE (HVI CERTIFIED) :::LIFEERE T/T. `::. 0.1(2S) 0.2(50) 0.3(75) 0.4(100) 0.5(125) 0.6(1S0) 0.7(175) ELECTRICAL SPECIFICATIONS IN.W.G.(PA) CFM(Lis) CFM(Us) CFM(Us) CFM(Lis) CFM(Lis) CFM(Lis) CFM(Us) ' VAC @ 60Hz 115.:,. Net Supply Airflow `:. 784(81 ;163(11) , 146:(6 132(62) `:115(54)` 92(43) ;60(281: Watts/Law Speed 1: :66: Gross�@Phr Airflow :r188(81 :166li8 . 1.49 10 . 134 63) `:11T(55); 94(4 ) ::61 29 Watts/HighSpeed ,: 118' _ :'::. Q: :, . Gross Exhaust Airflow :::239 113 228(10 '212(100) 193(91): :::::172(81 :- 150(11) :126(60)< : Amp Rating :i1.4:::' :_ Sensible Effectiveness(ASE) : :`:.: 180 WEIGHT: t.32.F(0°C):::::::14°/ .:, @ 59 CFM(28 Us) 71 LBS(32 KG) Sensible Etficieney(SE) 160 @59cFM(28Us) : °F(0^cj: .; is%;.:: SHIPPING WEIGHT: : = ` E 140 73 LBS(33 KG) Sensible Efficiency(SRE) ` 32'F(0'- ::: ::: g)13F(25C): : : L loo Front clearance of25 in(635 mm)is @ 64 CFM(30 Us) a ea recommended for servicing unit All ducts wg. y G use 6 in.(152 mm)round collars.Balancing,,,Iti ii■,,.' ISO i `8® .,]f 6o dampers are located in all air streams. L.,:: J c. ....US `RTY1 90 01 1 1 r r r r r r 01 0.2 03 0.4 0.5 0.6 0.7 0.8 Static Pressure(in w.g.) • DIMENSIONS �j FRONT VIEW TOP VIEW v Finer ir I 143/4 in.(375 mm) ,I + r' Recirculating —� J 1 I I Defrost ! Damper II i *. • • "1,41111111111111\ � Illb Blower Removable �� ' f`IIf Recovery R Da 1-.11=37/ _ I Motor E air efr outside Care �' ----- --_-- -; �. c !� Fresh air from outside f� Stale air from inside .Ill rark �� m ,,- Fresh air to inside i� 1. 4 6 in.(152mm) I, 335/8ia(154mm) ►I •o v Round Collars Date: WARRANTY • Contractor. Units'carry a lifetime warranty Tag: on the HRV core and a S year replacement parts warranty. Project pty. Supplier. Engineer Quote#: Alt units conform to C.SA and OLstandards EN® Control: Submitted By: I ,FEBRE�Tr Yf0. I ` ®° Indoor Air Systems Timer. Timer Clty: 1SSMAX(O1-01-18) www.lifebreath.com Manual S Compliance Report Job: PALMER DR Date: Oct 26,2020 • Entire House By: • Plan: PALMER DR .. Project Information For: BRIAN HAYWARD ( 1 c9-) 7 ,t 6 SoZ / QUEENSBURY, NY 12804 Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 23610 Btuh Entering coil DB: 0°F Outdoor design WB: 71.0°F Latent gain: 5190 Btuh Entering coil WB: 0°F Indoor design DB: 75.0°F Total gain: 0 Btuh Indoor RH: 50% Estimated airflow: 1130 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Manufacturer: Model: Actual airflow: 1130 cfm Sensible capacity: 0 Btuh 0% of load Latent capacity: 0 Btuh 0% of load Total capacity: 0 Btuh 0% of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: -4.0°F Heat loss: 101294 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Generic Model: AFUE 92 Actual airflow: 0 cfm Output capacity: 102000 Btuh 101% of load FILE COP" Meets are all requirements of ACCA Manual S. 2020-Oct-26 10:43:12 wrightsoft® Right-Suite®Universal 2017 17.0.16 RSU25116 Page 1 ACCA ...rs\scott.langeworthy\Documents\York\HAYWARD.rup Calc=MJ7 Front Door faces: N �. Residential Plans Examiner Review Form Form RPER 1 ACCk® for HVAC System Design (Loads, Equipment, Ducts) 15Mar09 Ar Cartmtg Catradas cfAmata QUEENSBURY Header Information Contractor: REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes El No E Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes 0 No OEM performance data(heating,cooling,blower): Yes D No El Building plan#: PALMER DR Manual D Friction Rate Worksheet: Yes 0 No ❑ Duct distribution sketch: Yes 0 No D Home address(Street or Lot#,Block,Subdivision): , Entire House HVAC LOAD CALCULATION (IRC M1401.3) Desiqn Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: _4 °F Orientation: Front Door faces North Indoor temperature: 68 °F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 101294 Btuh Number of bedrooms: 1 Conditioned floor area: 5302 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 85 °F Indoor temperature: 75 °F Windows Roof Grains difference: 27 gr/Ib pr 0% RH Eave overhang depth: 0 ft Sensible heat gain: 26233 Btuh Internal shade: none Eave Latent heatgain: Blinds,drapes,etc. 5766 Btuh Depth Window Total heat gain: 32000 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION (IRC M1401.3) Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas boiler Equipment type: Heating cfm: 0 umace,Heatpump,Boiler,etc. U onditioner,Heat pump,etc. Cooling cfm: 1130 Model: Generic Model: Static pressure: 0 in H2O AFUE 92 Fan's rated external static pressure for design airflow Heating output capacity: 0 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 1130 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction Rate=ASP:(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist 41- wrightsoft° Right-Suite®Universal 2017 17.0.16 RSU25116 Project Summary Job: PALMER DR Date: Oct 26,2020 Entire House By: Plan: PALMER DR Pro'ect Information For: BRIAN HAYWARD QUEENSBURY, NY 12804 Notes: Desi• n Information Weather: Glens Falls AP, NY, US Winter Design Conditions Summer Design Conditions Outside db -4 °F Outside db 85 °F Inside db 68 °F Inside db 75 °F Design TD 72 °F Design TD 10 °F Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 95560 Btuh Structure 22486 Btuh Ducts 5734 Btuh Ducts 1124 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 101294 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 21249 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 5190 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 5302 5302 Equipment latent load 5190 Btuh Volume(ft') 42416 42416 Air changes/hour 0.90 0.40 Equipment total load 26439 Btuh Equiv.AVF (cfm) 636 283 Req. total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make n/a Trade Trade n/a Model AFUE 92 Cond n/a AHRI ref Coil n/a AHRI ref n/a Efficiency 92AFUE Efficiency n/a Heating input 110870 Btuh Sensible cooling 0 Btuh Heating output 102000 Btuh Latent cooling 0 Btuh Low output baseboard 700 Btuh/ft Total cooling 0.048 cfm/Btuh Total low baseboard 145 ft Actual air flow 0 in H2O High output baseboard Air flow factor 0.82 Total high baseboard Static pressure Space thermostat Load sensible heat ratio Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 2020-Oct-26 10:43:12 WrightS0fr Right-Suite®Universal 2017 17.0.16 RSU25116 Page 1 ACCA ...rs\scott.langeworthy\Documents\York\HAYWARD.rup Calc=MJ7 Front Door faces: N • ' Right-J®Worksheet Job: PALMER DR Entire House Date: Oct 26,2020 By: Plan: PALMER DR MANUAL J:7th Ed. 1 Name of room Entire House Room1 Room2 Room3 2 Length of exposed wall 564.0 ft 160.0 ft 38.0 ft 10.0 ft 3 Room dimensions 32.0 x 48.0 ft 16.0 x 22.0 ft 16.0 x 10.0 ft .4 Ceilings Condit.Option 8.0 ft d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg Clg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg Clg 5 Gross a 12E3 5.4 1.0 4512 **** **** 1280 **** **** 304 **** **** 80 **** **** Exposed b 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** walls and c 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** partitions d 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** e 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** f 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** 6 Windows and a 3A0 39.7 ** 285 11307 **** 0 0 **** 0 0 **** 0 0 **** glass doors b 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** Heating c 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** d 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** e 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** f 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** 7 Windows and North 19.0 120 **** 2280 0 **** 0 0 **** 0 0 **** 0 glass doors NE/NW 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Cooling E/W 68.0 135 **** 9180 0 **** 0 0 **** 0 0 **** 0 SE/SW 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 South 34.0 30 **** 1020 0 **** 0 0 **** 0 0 **** 0 Horz 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 8 Other doors a 11F0 12.2 2.3 63 771 146 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 4164 22486 4247 1280 6912 1306 304 1642 310 80 432 82 exposed b 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 walls and c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G0 2.4 1.1 2230 5298 2502 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 1910 1.7 0 3072 5308 0 1536 2654 0 352 608 0 160 276 0 (Note:room b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab- e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 145 8.9 348 50390 3111 0 0 0 0 0 0 0 0 0 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 **** 95560 **** **** 9566 **** **** 2250 **** **** 708 **** Less external heating **** 0 **** **** 0 **** **** 0 **** **** 0 **** Less transfer **** 0 **** **** 0 **** **** 0 **** **** 0 **** Heating redistribution **** 0 **** **** 0 **** **** 0 **** **** 0 **** 14 Duct loss 6% 5734 **** 6% 574 **** 6% 135 **** 6% 43 **** 15 Total loss=13+14 **** 101294 **** **** 10140 **** **** 2385 **** **** 751 **** 16 Int.gains: People @ 300 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Appl. @ 1200 0 **** 0 0 **** 0 0 **** 0 0 **** 0 17 Subtot RSH gain=7+8..+12+16 **** **** 22486 **** **** 1306 **** **** 310 **** **** 82 Less external cooling **** **** 0 **** **** 0 **** ' **** 0 **** **** 0 Less transfer **** **** 0 **** **** 0 **** **** 0 **** **** 0 Cooling redistribution **** **** 0 **** **** 0 **** **** 0 **** **** 0 18 Duct gain 5% **** 1124 5% **** 65 5% **** 16 5% **** 4 19 Total RSH gain=(17+18)*PLF 1.00 **** 23610 1.00 **** 1371 1.00 **** 326 1.00 **** 86 20 LowjHigh Baseboard/Cool Air 203 145 1130 20 14 66 5 3 16 2 1 4 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 'Fl- wrlghtSOft- Right-Suite®Universal 2017 17.0.16 RSU25116 2020-Oct-26 10:43:12 deCK ..rs\scott.langeworthy\Documents\York\HAYWARD.rup Calc=MJ7 Front Door faces: N 9 • ' ' Right-J®Worksheet Job: PALMER DR Entire House Date: Oct 26,2020 By: Plan: PALMER DR MANUAL J:7th Ed. 1 Name of room Room4 Room5 Room6 Room7 2 Length of exposed wall 7.0 ft 16.0 ft 89.0 ft 160.0 ft 3 Room dimensions 7.0 x 7.0 ft 7.0 x 9.0 ft 1.0 x 912.0 ft 32.0 x 48.0 ft 4 Ceilings Condit.Option 8.0 ft heat/cool 8.0 ft heaUcool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg Clg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg Clg 5 Gross a 12E3 5.4 1.0 56 **** **** 128 **** **** 712 **** **** 1280 **** **** Exposed b 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** walls and c 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** partitions d 0 0 0 **** **** 0 * **** 0 **** **** 0 **** **** e 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** f 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** 6 Windows and a 3A0 39.7 ** 0 0 **** 0 0 **** 80 3174 **** 135 5356 **** glass doors b 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** Heating c 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** d 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** e 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** f 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 . **** 7 Windows and North 19.0 0 **** 0 0 **** 0 30 **** 570 90 **** 1710 glass doors NE/NW 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Cooling E/W 68.0 0 **** 0 0 **** 0 30 **** 2040 45 **** 3060 SE/SW --_0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 South 34.0 0 **** 0 0 **** 0 20 **** 680 0 **** 0 Holz 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 8 Other doors a 11F0 12.2 2.3 0 0 0 0 0 0 63 771 146 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 56 302 57 128 691 131 569 3073 580 1145 6183 1168 exposed b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G0 2.4 1.1 0 0 0 0 0 0 0 0 0 1536 3650 1723 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 1910 1.7 0 49 85 0 63 109 0 912 1576 0 0 0 0 (Note:room b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 145 8.9 0 0 0 0 0 0 143 20706 1278 135 19548 1207 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 **** 387 **** **** 800 **** **** 29300 **** **** 34736 **** Less external heating **** 0 **** **** 0 **** **** 0 **** **** 0 **** Less transfer **** 0 **** **** 0 **** **** 0 **** **** 0 **** Heating redistribution **** 0 **** **** 0 **** **** 0 **** **** 0 **** 14 Duct loss 6% 23 **** 6% 48 **** 6% 1758 **** 6% 2084 **** 15 Total loss=13+14 **** 410 **** **** 848 **** **** 31056 **** **** 36820 **** 16 Int.gains: People @ 300 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Appl. @ 1200 0 **** 0 0 **** 0 0 **** 0 0 **** 0 17 Subtot RSH gain=7+8..+12+16 **** **** 57 **** **** 131 **** **** 5294 **** **** 8868 Less external cooling **** **** 0 **** **** 0 **** **** 0 **** **** 0 Less transfer **** **** 0 **** **** 0 **** **** 0 **** **** 0 Cooling redistribution **** **** 0 **** **** 0 **** **** 0 **** **** 0 18 Duct gain 5% **** 3 5% **** 7 5% **** 265 5% **** 443 19 Total RSH gain=(17+18)*PLF 1.00 **** 60 1.00 **** 137 1.00 **** 5559 1.00 **** 9311 20 LowlHigh Baseboard/Cool Air 1 1 3 2 1 7 62 44 266 74 53 446 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. c wr- htsoft* 2020-Oct-2610:43:12 9 Right-Suite®Universal 2017 17.0.16 RSU25116 Page 2 . ak ...rs\scott.langeworthy\Documents\York\HAYWARD.rup Calc=MJ7 Front Door faces: N Right-J®Worksheet Job: PALMER DR Entire House Date: Oct 26,2020 By: Plan: PALMER DR MANUAL J:7th Ed. 1 Name of room Rooms Room9 Room10 Room11 2 Length of exposed wall 23.0 ft 29.0 ft 16.0 ft 16.0 ft 3 Room dimensions 13.0 x 10.0 ft 1.0 x 148.0 ft 13.0 x 16.0 ft 13.0 x 16.0 ft 4 Ceilings Condit.Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST I HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg Clg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg Clg 5 Gross a 12E3 5.4 1.0 184 **** **** 232 **** **** 128 **** **** 128 **** **** Exposed b 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** walls and c 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** partitions d 0 0 , 0 **** **** 0 **** **** 0 **** **** 0 **** **** e 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** f 0 0 0 **** **** 0 **** **** 0 **** **** 0 **** **** 6 Windows and a 3A0 39.7 ** 0 0 **** 10 397 **** 30 1190 **** 30 1190 **** glass doors b 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** Heating c 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** d 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** e 1 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** f 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** 7 Windows and North 19.0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 glass doors NE/NW 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Cooling E/W 68.0 0 **** 0 0 **** 0 30 **** 2040 30 **** 2040 SE/SW 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 South 34.0 0 **** 0 10 **** 340 0 **** 0 0 **** 0 Horz 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 8 Other doors a 11F0 12.2 2.3 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 184 994 188 277 1199 226 98 529 100 98 529 100 exposed b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G0 2.4 1.1 130 309 146 148 352 166 208 494 233 208 494 233 b 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 1910 1.7 0 0 0 0 0 0 0 0 0 0 0 0 0 (Note:room b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 145 8.9 0 0 0 10 1448 89 30 4344 268 30 4344 268 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 **** 1302 **** **** 3395 **** **** 6558 **** **** 6558 **** Less external heating **** 0 **** **** 0 **** **** 0 **** **** 0 **** Less transfer **** 0 **** **** 0 **** **** 0 **** **** 0 **** Heating redistribution **** 0 **** **** 0 **** **** 0 **** **** 0 **** 14 Duct loss 6% 78 **** 6% 204 **** 6% 393 **** 6% 393 **** 15 Total loss=13+14 **** 1381 **** **** 3599 **** **** 6951 **** **** 6951 **** 16 Int.gains: People @ 300 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Appl. @ 1200 0 **** 0 0 **** 0 0 **** 0 0 **** 0 17 Subtot RSH gain=7+8..+12+16 **** **** 334 **** **** 822 **** **** 2641 **** **** 2641 Less external cooling **** **** 0 **** **** 0 **** **** 0 **** **** 0 Less transfer **** **** 0 **** **** 0 **** **** 0 **** **** 0 Cooling redistribution **** **** 0 **** **** 0 **** **** 0 **** **** 0 18 Duct gain 5% **** 17 5% **** 41 5% **** 132 5% **** 132 19 Total RSH gain=(17+18)*PLF 1.00 **** 350 1.00 **** 863 1.00 **** 2774 1.00 **** 2774 20 LowiHigh Baseboard/Cool Air 3 2 17 7 5 41 14 10 133 14 10 133 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. .` wr- htsoft" 2020-Oct-2610:43:12 9 Right-Suite®Universal 2017 17.0.16 RSU25116 Page 3 C�P. ...rs\scott.langeworthy\Documents\York\HAYWARD.rup Calc=MJ7 Front Door faces: N c T 7 July 2020 FILE Copy Mr. Brian Hayward 21 Stoddard Street Glens Falls, NY 12801 Dear Mr. Hayward: RE: Wetland Assessment, 5 Palmer Drive, Queensbury, NY Construction of a new single-family residence is proposed on the above referenced parcel (Attachment 1). As a wetland biologist, I was retained to search the parcel for the presence of wetlands because review by the Town of Queensbury indicated federal wetlands my be present. The onsite wetland assessment was conducted on 7 July 2020. The narrow, rectangular-shaped parcel contains an existing camp, and is oriented in an east-west direction abutting the Hudson River. Palmer Drive bisects the western portion of the parcel. The eastern parcel boundary is marked by a dilapidated fence. The land is generally flat at an approximate elevation of 300 feet. Across Palmer Drive to the west, the site slopes down approximately 20 feet to the Hudson River. Except for a large red oak (Quercus rubra), all trees are cleared from the parcel. Although the National Wetlands Inventory (NWI, Attachment 2) indicates a forested wetland on the eastern portion of the parcel, no portion of the parcel exhibits wetland characteristics. This isn't uncommon, as the NWI only indicates general wetland locations mapped remotely based on aerial photography, topography, soil mapping. NWI- mapped wetlands have not been verified on the ground. The forest east of the parcel was searched to identify the western extent of the NWI- mapped wetland. The westernmost edge of the wetland was located at 43.2707-73.6784, approximately 300 feet east of the subject parcel (Attachment 1). The wetland is dominated by interrupted (Osmunda claytoniana) and sensitive (Onoclea sensibilis)ferns and, although dry at the time, exhibited evidence of regular water inundation (black soil surface and water-stained leaves). - The land between the parcel and the nearest wetland is dry upland containing upland herbaceous plants including Virginia creeper (Parthenocissus quinquefolia), hayscented fern (Dennstaedtia punctilobula), and honeysuckle (Lonicera sp.), as well as upland trees including sugar maple (Acer saccharum) and white pine (Pinus strobus). No hydrology was observed in the upland area, and soils are bright and sandy (not indicative of wetlands). A data point (Attachment 3) was collected in this area at 43.2708, -73.6795, approximately ten feet east of the subject parcel (Attachment 1). Captioned sight photographs are provided as Attachment 4. In summary, the parcel at 5 Palmer Drive contains no wetlands. The nearest wetland lies approximately 300 feet east of the parcel. My contact information is provided below; should there be any questions. Sincerely °ilk Nicholas Basile 518-727-5314 nicholasbasile@gmail.com Attachments: 1 —Site Map 2— NWI Map 3— Upland Datasheet 4—Site Photographs WETLAND DETERMINATION DATA FORM—Northcentral and Northeast Region Project/Site: 5 Palmer Drive City/County: Queensbury/Warren Sampling Date: 7/72020 Applicant/Owner: Brian Hayward State: . NY Sampling Point: UP1 Investigator(s): Nicholas Basile Section,Township,Range: Landform(hillside,terrace,etc.): Local relief(concave,convex,none):none Slope%: >2 Subregion(LRR or MLRA): LRR R,MLRA 144B Lat: 43.2708 Long: -73.6795 Datum: Soil Map Unit Name: AgA NWI classification: none Are climatic/hydrologic conditions on the site typical for this time of year? Yes x No (If no,explain in Remarks.) Are Vegetation ,Soil ,or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes x No Are Vegetation ,Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features,etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required:check all that apply) _Surface Soil Cracks(B6) —Surface Water(Al) _Water-Stained Leaves(B9) —Drainage Patterns(B10) —High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) _Saturation(A3) —Marl Deposits(I315) _Dry-Season Water Table(C2) _Water Marks(B1) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(CB) _Sediment Deposits(B2) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(B3) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) _Geomorphic Position(D2) _Iron Deposits(B5) _Thin Muck Surface(C7) _ShallowAquitard(D3) —Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) —Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(B8) FAC-Neutral Test(D5) — Field Observations: Surface Water Present? Yes No Depth(inches): Water Table Present? Yes No Depth(inches): —Saturation Present? Yes No Depth(inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: No hydrology observed. US Army Corps of Engineers Northcentral and Northeast Region—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: UP1 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Acer saccharum 60 Yes FACU Number of Dominant Species 2. Pinus strobus 15 Yes FACU That Are OBL,FACW,or FAC: (A) 3. Total Number of Dominant 4. Species Across All Strata: (B) 5. Percent of Dominant Species 6. That Are OBL,FACW,or FAC: (A/B) 7. Prevalence Index worksheet: 75 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: ) OBL species x 1 = 1. FACW species x 2= 2. FAC species x 3= 3. FACU species x 4= 4. UPL species x 5= 5. Column Totals: (A) (B) 6. Prevalence Index =B/A= 7. Hydrophytic Vegetation Indicators: =Total Cover 1-Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) 2-Dominance Test is>50% 1. Parthenocissus quinquefolia 30 Yes FACU 3-Prevalence Index is S3.01 2. Dennstaedtia punctilobula 10 Yes UPL 4-Morphological Adaptations'(Provide supporting 3. Lonicera 5 No FACU data in Remarks or on a separate sheet) 4. Problematic Hydrophytic Vegetation'(Explain) 5. 'Indicators of hydric soil and wetland hydrology must 6. be present,unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Sapling/shrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 45 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. Hydrophytic 3. Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) • US Army Corps of Engineers Northcentral and Northeast Region-Version 2.0 in SOIL Sampling Point UP1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-2 10YR 4/3 100 Sandy 2-25 10YR 5/4 100 Sandy 'Type: C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining,M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils': _Histosol(A1) _Polyvalue Below Surface(S8)(LRR R, _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) MLRA 149B) _Coast Prairie Redox(A16)(LRR K,L,R) _Black Histic(A3) _Thin Dark Surface(S9)(LRR R,MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _High Chroma Sands(S11)(LRR K,L) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) _Loamy Mucky Mineral(F1)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) _Loamy Gleyed Matrix(F2) _Iron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(Al2) _Depleted Matrix(F3) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Sandy Mucky Mineral(S1) —Redox Dark Surface(F6) —Mesic Spodic(TA6)(MLRA 144A,145,149B) —Sandy Gleyed Matrix(S4) _Depleted Dark Surface(F7) _Red Parent Material(F21) _Sandy Redox(S5) _Redox Depressions(F8) _Very Shallow Dark Surface(F22) —Stripped Matrix(S6) —Marl(F10)(LRR K,L) _Other(Explain in Remarks) Dark Surface(S7) 'Indicators of hydrophytic vegetation and wetland hydrology must be present,unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: This data form is revised from Northcentral and Northeast Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 7.0,2015 Errata.(http://www.nres.usda.gov/Intemet/FSE_DOCUMENTS/nres142p2_051293.docx) US Army Corps of Engineers Northcentral and Northeast Region—Version 2.0 Photo Documentation Client: Site Name: Site Location: Project#: Brian Hayward 5 Palmer Drive Queensbury, NY 20001 try r p 5. '"A P /r •.„' x`: ��.. .is W. y . ' -*v ir.*�' 1 ( / sr •, `i. »fit _ "` `-- r .' h'c .l,_ 6 r . i fi35ra' �' " 3#•";k -A. .;,-.r . 7/;-,`�$' i"4-. 'Y"r.44i .mow r ,""µt fr Qi+` F l Sty'4 Y>��j +--. r h"••.I i A. t4-a.a7'",1 ?c , f b �_ `y t i. -,P`Y ..+ .71'`t'','•n=+,*-:`;--- 4,' L'Na.:1"L:'-} t t,,,k 'h.r.. , ". -t J-A G '^ '�„ � '`` y tom , .�-!', Fi .... �,•,". a'4•'t' 2` •� ...... t--µ.'"Li "'> ^P •` - r �tj+rn �z. "°�' fir' , ,z ' t. mom __ Y " 'L .tt.:;s . 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ACT t7 20 OF C & CO2tS ;f lz -� frP, S�' �jwtan + �arnh �aYt��v� (S-Ik�7f6 bs��f Pot / m,-e e Pvei ve Town of Queensbury Community Development Office 742 Bay Road. Queensbury, NY 12804 Town of Queensbury Planning Board RESOLUTION - Grant Site Plan Approval SITE PLAN 19-2020 BRIAN HAYWARD Tax Map ID: 316.17-1-4 / Property Address: 3 Palmer Drive / Zoning: WR The applicant has submitted an application to the Planning Board: Applicant proposes to remove an existing 671 sq. ft. home to construct a 1,536 sq. ft. footprint new home with a floor area of 3,072 sq. ft. Project includes site work for new septic, stormwater and driveway. Pursuant to Chapter 179-3-040, 179-6-050 & and hard surfacing t occurs within 50 ft. of IS% slopes - - e Zonin Ordinance a project that g ]79 6 060 of the Zoning p J within 50 ft. of shoreline shall be subject to Planning Board review and approval. Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter 179-9-080, the Planning Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; As required by General Municipal Law Section 239-m the site plan application was referred to the Warren County Planning Department for its recommendation; The Planning Board made a recommendation to the Zoning Board of Appeals on 08Q8/2020; the ZBA e variance requests on 08/19/2020; approved the ar , PP 9 The Planning Board opened a public hearing on the Site plan application on 08/18/2020 and continued the public hearing to 08/25/2020, when it was closed, The Planning Board has reviewed the application materials submitted by the applicant and all comments made at the public hearing and submitted in writing through and including 08/25/2020; The Planning Board determines that the application complies with the review considerations and standards set forth in Article 9 of the Zoning Ordinance for Site Plan approval, MOTION TO APPROVE SITE PLAN 19-2020 BRIAN HAYWARD; Introduced by David Deeb who moved for its adoption. According to the draft resolution prepared by Staff with the following: 1) Waivers requested granted; g. site lighting, h. signage, k. topography, n traffic, o. commercial alterations/ construction details, p floor plans, q. soil logs, r. constructionMemolition disposal s. snow removal. 2) The approval is valid for one (1) year from the date of approval. You are responsible for requesting an extension of approval before the one (1) year time frame has expired if you have not yet applied for a building permit or commenced significant site work. 3) Adherence to the items outlined in the follow-up letter sent with this resolution. a) The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff; b) If applicable, the Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review, approval, permitting and inspection; Page 1 of 2 Phone: 518.761.8220 I Fax: 5a8.745 44371 742 Bay Road, Queensbury, NY 128041 www.queensbury.net c) If curb cuts are being added or changed a driveway permit is required. A building permit will not be issued until the approved driveway permit has been provided to the Planning Office; d) If application was referred to engineering then Engineering sign -off required prior to signature of Zoning Administrator of the approved plans; e) Final approved plans should have dimensions and setbacks noted on the site plan/survey, floor plans and elevation for the existing rooms and proposed rooms in the building and site improvements;- f) If required, the applicant must submit a copy of the following to the Town: a. The project NOI (Notice of Intent) for coverage under the current "NYSDEC SPDES General Permit from Construction Activity" prior to the start of any site work. b. The project NOT (Notice of Termination) upon completion of the project; c. The applicant must maintain on their project site, for review by staff: i. The approved final plans that have been stamped by the Town Zoning Administrator. These plans must include the project SWPPP (Storm Water Pollution Prevention Plan) when such a plan was prepared and approved; ii. The project NOI and proof of coverage under the current NYSDEC SPDES General Permit, or an individual SPDES permit issued for the project if required. g) Final approved plans, in compliance with the Site Plan, must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building and Codes personnel; h) The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work; i) Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; j) As -built plans to certify that the site plan is developed according to the approved plans to be provided prior to issuance of the certificate of occupancy. k) This resolution is to be placed in its entirety on the final plans Motion seconded by Brad Magowan. Duly adopted this 25" day of August 2020 by the following vote: AYES: Mr. Hunsinger, Mr. Magowan, Mr. Valentine, Mr. Deeb, Ms. White, Mr. Shafer, Mr. Traver NOES, NOS Paget of 1 4a Zoning Board of Appeals - Record of Resolution Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 Town of 0_u ,e k.,y Area Variance Resolution To: Approve Applicant Name: Brian Hayward File Number: AV 14-2020 Location: 5 Palmer Dr. Tax Map Number: 316.17-1-4 ZBA Meeting Date: August 19, 2020 'n Bar f Appeals f the Town of Queensbury has received an application from Brian Hayward. The Zoning Board o App s o Q ry pp yn' Applicant proposes to remove an existing 671 sq. ft, home to construct a 1,536 sq. ft. footprint new home with a floor area of 3,072 sq. ft. Relief requested for setbacks and floor area. Site plan for new construction within 50 ft. of 15% slope. Relief Required: The applicant requests relief for setbacks and floor area. Section 179-3-040 Dimensional Sec o Requirement -WR e The applicant proposes construction of a single family dwelling. Thenewhome wa to be located 2.9 ft. and is now to be located five feet from the side property line where a 12 ft, setback on the south side is required. Relief granted is 7 feet of relief The floor area proposed is 3,072 sq. ft. (27%) where 2,491.6 sq. ft. (22%) is required. SEQR Type II - no £other review required; A public hearing was advertised and held on Wednesday, August 19, 2020. Upon review of the application materials, information supplied during the public hearing, and upon consideration of the criteria specified in Section 179-14-080(A) of the Queensbury Town Code and Chapter 267 of NYS Town Law and after discussion and deliberation, we find as follows: 1. There is not an undesirable change in the character of the neighborhood nor a detriment to nearby properties. 2. Feasible alternatives are limited due to the size of the lot and have been included to minimize the request 3. The requested variance is not substantial. 4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district 5. The alleged difficulty is self-created. 6. In addition, the Board finds that the benefit to the applicant from granting the requested variance would outweigh (approval) the resulting detriment to the health, safety and welfare of the neighborhood or community, 7. The Board also finis that the variance request under consideration is the minimum necessary; 8. The Board also proposes the following conditions: a) Adherence to die items outlined in the follow-up letter sent with this resolution. BASED ON THE ABOVE FINDINGS. 1 MAKE A MOTION TO APPROVE AREA VARIANCE NO. 14- 2020. Introduced by Catherine Hamlin, who moved for its adoption, seconded by Brent McDevitt: Duly adopted this 19tb Day of August 2M by the following vote: AYES: Mr. Henkel, Mr. Kuhl, Mr. Urrico, Mr. Underwood, Mrs. Hamlin, Mr. McDevitt, Mr. McCabe NOES: NONE LAYOUT PLAN SCALE. 1 "=20' GRAPHIC SCALE 0 5 10 20 40 ( IN FEET ) TO FIELD VERIFY LOCATIONS AND DISTANCES BUILDING HEIGHT CALCULATION EXISTING GRADE AT PEAK RIDGE = 99.25 28' MAXIMUM BUILDING HEIGHT = 99.25 + 28 = 127.25 MAXIMUM ALLOWABLE RIDGE ELEVATION = 127.25 FIRST FLOOR TO PEAK RIDGE DISTANCE = 26.25' (FROM ARCHITECT) PROPOSED FIRST FLOOR ELEVATION = 101.0 PEAK RIDGE ELEVATION = 127.25 PROPOSED BUILDING HEIGHT = 28' AREA VARIANCE SUMMARY § 179-3-040 (A) (5) (b) [3] - SIDE YARD SETBACK FOR 0 TO 50 FT WIDE LOTS - 12 FT REQUIRED, 2.5 FT EXISTING, 6 FT PROPOSED - 50 % OF RELIEF REQUESTED § 179-3-040 (A) (5) (b) [11] - FLOOR AREA RATIO - 22% REQUIRED, 11.4 % (1,292 SF) EXISTING, 27.1 % (3,072 SF) PROPOSED - 5.1 % OF RELIEF REQUESTED SITE SETBACKS REQUIRED FOR EXISTING PROPOSED WR ZONE SHORELINE 50' 73.7 73.7 NORTH SIDE 12' 25.7 12.0' SOUTH SIDE 12' 2.9' 6' FRONT 30' 36.2' 35.5' REAR 30' 113.9' 102.9' SITE DEVELOPMENT DATA SITE AREA: 0.26-AC (11,325.6 SF) EXISTING CHANGE IN PROPOSED IMPERVIOUS IMPERVIOUS IMPERVIOUS COVERAGE COVERAGE COVERAGE 36 SF 1,5.: BUILDING � PORCH 671 SF 865 SF SF DRIVEWAY 0 SF 516 SF 51 52 SF ZOT p,1. IMPERVIOUS 671 SF rr 9n0 11381 SF 12.2% 11.9% TOWN OF OUEENSBURY - BOARD OF HEALTH VARIANCE SUMMARY - NEW DRILLED WELL TO SEEPAGE PIT ON PARCEL TO THE NORTH 150' REQUIRED 65' PROPOSED 85' OF RELIEF REQUESTED - NEW DRILLED WELL TO SEEPAGE PIT ON PARCEL TO THE SOUTH 150' REQUIRED 95' PROPOSED 55' OF RELIEF REQUESTED VARIANCE WAS GRANTED BY THE TOWN OF QUEENSBURY BOARD OF HEALTH ON 03/10/2020 SITE SOILS DATA TEST PIT TP-1 - 0211912020 BY TOM CENTER, P.E. 0-12" - TOPSOIL 12-50 - LOAMY MEDIUM FINE SAND 50-67" - MEDIUM FINE SAND NO GROUNDWATER OR MOTTLING EVIDENCE PERCOLATION TEST PT-1 - 211912020 BY TOM CENTER, P.E. STABILIZED PERCOLATION RATE: 1 MINUTES 34 SECONDS PER INCH Vertical Datum: Assumed Contou I, nterval = 1 foot APPROX. LOCATION OF SEEPAGE PIT ZONING REOUIREMENTS ZONE - WR (WATERFRONT RESIDENTIAL) MINIMUM LOT SIZE - 2-ACRE FRONT SETBACK - 30' SIDE SETBACKS - 15' (LOT WIDTH 50' TO 60) REAR SETBACK - 30' SHORELINE - 50' LOT WIDTH - 150' ROAD FRONTAGE - 150' MAXIMUM BUILDING HEIGHT - 28' MINIMUM PERCENT PERMEABLE - 75% WASTEWATER SYSTEM DESIGN 3-BEDROOM RESIDENCE DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD SEPTIC TANK - PROP. 1,000 GALLON PRECAST CONCRETE PUMP STATION - PROP. 500 GALLON PRECAST CONCRETE DESIGN APPLICATION RATE. 0.90 GPD/SF, BASED ON 1-5 MIN/IN PERCOLATION RATE ABSORPTION BED AREA REQ'D = (330 GPD)/(0.90 GPD/SF) = 348 SF PROPOSED NEW DRILLED WELL TO REPLACE EXISTING POINT WELL - VARIANCES REQUESTED TO PLACE THE NEW DRILLED WELL - 65 FT FROM THE SEEPAGE PIT ON THE PARCEL TO THE NORTH - 95 FT FROM THE SEEPAGE PIT ON THE PARCEL TO THE SOUTH - NEW WELL WILL BE TREATED NTH UV TREATMENT SYSTEM Magnetic sounding EXISTING \ POINT WELL Lands N/F of Lentini (4420/ 107) Gravel Drive Over PL 2'± 50' WELL SETBACK Gravel Tnnk Dw -s-...-W W-s-W- s FW TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as tha In and specifications are in lance w the Building Codes of WASTEWATER SYSTEM SETIV. N fcState SCHEDULE PROPERTY LINE HOUSE LAKE GEORGE SEPTIC TANK 10, 10, 50' ABSORPTION FIELD 10, 20' 100, Iron Pipe Found 100' WELL SETBACK Lands N/F of Lentini (4420/ 107) PROP. 1,000 GALLON PRECAST IUlu CONCRETE SEPTIC TANK PROP. 500 GAL. PUMP STATION & 1-1/2- HDPE FORCE MAID 10,01 777 a OF, MIN. Proposed Drive NFA RA o x Proposed - _ ... ... � '� P P. 2 Story u j Residence o \ u? 50' WELL I77 ,;le, SETBACK � Lxst,r / o o 2 5toryVIVood� (h M ,r ..- ._ _.... 9 20' WI PROP DE X 20' LONG ABSORPTION BED / � �d}r5lners /, Deck 1EXISTING DRILLED WELL / Lands N/F of Ott (7�i - WASTEWATER SYSTEM PLAN SCALE: 1 "=20' GRAPHIC SCALE wsfte ence \ g► or or-W Wooden Fence - \ EXISTING POINT WELL r°Fo 3cb c F � o c F G TO BE DECOMMISIONED S 1 r� do r I 100, WELL till SETBACK PROP. DISTRIBUTION BOX Lands N/F of Ott (73G/ 12 1) / FILE COPY PROP. CLEARING & DISTURBANCE LIMITS f TOW N OF QUEENSBURY E BUILDING & CoD S DEPT. Reviewed By: MAR 2 5 K 0 Date: -3 z -Z I TOWN OF QUEENSEURY BUILDING & BODES 10 0 5 10 20 40 ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. MAP REFERENCE FLOOR AREA RATIO - ®'g MlSafely■ BASE MAP INFORMATION "MAP OF SURVEY Bf FROM PARCEL AREA = 0.26ACRE = 11,325.E SF New -"York HAYWARD - KAREN L. H*IAN L. 22% ALLOWABLE F.A.R. M Call Before You Dig IN THE TOWN OF QUEC YWARD, WARREN COUNTY, NEW: NSBURY, ALLOWABLE FLOOR AREA = 2,491.6 SF ® Wait The Required Time Confirm Utility Response DATED MARCH 12, 20000j YORK. PROPOSED TOTAL FLOOR AREA M Respect The Marks REVISED DECEMBER 2ud. LAST ® Dig With Care PREPARED BY D.L. t 2019. FROM ARCHITECT = 3,072 SF 800-962.7962 ASSOCIATES, LICENSED, CKINSON www.digsafelynewyorLcom SURVEYORS. LAND r` , v``'. A:TLRATION OF THIS DOCUMENT EXCEPT BY A LaNSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION IAW. TAX MAP # 316,17-1-4 3 ADDED WETLAND NOTE PER TOQ BLDG DEPARTMENT 2 FINAL APPROVED PLANS 1 REVISED PER TOWN ENGINEER COMMENTS 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW No. Revisions SITE PLAN & DETAILS prepared for: Brian Hayward 5 Palmer Drive Town of Queensbury, Warren County) NY Drawn TRC Checked: GTH Scale: NOTED 169 Haviland Road Queensbury, NY 12804 (518) 745- 0307 Ph on e Hutchins Engineering (518) 745-0308 Fax 0111212021 0111212021 0913012020 0311612020 Date Date: 1 291522-01-S 1 STABILIZED CONSTRUCTION ENTRANCE r 2� O Dn River ZONING REQUIREMENTS ZONE - WR (WATERFRONT RESIDENTIAL) MINIMUM LOT SIZE - 2-ACRE FRONT SETBACK - 30' SIDE SETBACKS - 15' (LOT WIDTH 50' TO 60'') REAR SETBACK - 30' SHORELINE 50' LOT WIDTH - 150' ROAD FRONTAGE - 150' MAXIMUM BUILDING HEIGHT - 28' MINIMUM PERCENT PERMEABLE - 75% Magnetic Sounding hb t Lands N/F of Lentlnl \\ (4420/ 107) Iron Pipe Found La(entlnl 4420/ 107 25 Gravel Drive Over PL 2'± Gravel Tank up DW Proposed - P Proposi 35.5' Existing 12.0 roposed Drive 5.7'o Proposed P ': 2 Story _ Residence 0 Existing EX. & PROPOSED (_ ;i /' 77 \y 73.7 /oo Proposed Existing s Deck �� ' /�� Lands N/F of Ott -/�.�/� (73G/ 1 2 1) LAYOUT PLAN SCALE.' 1 "=20' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCA77ONS AND DISTANCES SITE SETBACKS REQUIRED FOR WR ZONE EXISTING PROPOSED SHORELINE 50' 73.7 73.7' NORTH SIDE 12' 25.7' 12.0' SOUTH SIDE 12' 2.9' 6' FRONT 30' 36.2' 35.5' REAR 30' 113.9' 102.9' 20 FT (L) X 5 FT (W) X 3 FT (L) INFILTRATION TRENCH S84°49'53i1E�!�.,� 16656 INFri CIO ;e• ®�► C) c N m 7 i TOTAL REA � 0.2G± acres o O `. Bulldin9 Setback Lo3 Ln 00 6 O IV IN �rtnno 99 PROPOSED 102.9' b EXISTING 113.9'188.58i an Fence N84049153" A 7 1 I Lands N/P of Ott (73 G/ 12 1) TOWN OF QUEENSBURY - BOARD OF HEALTH WASTEWATER SYSTEM DESIGN I VARIANCE SUMMARY 3-BEDROOM RESIDENCE - NEW DRILLED WELL TO SEEPAGE PIT ON PARCEL TO THE NORTH DESIGN FLOW - 110 GPD/BEDROOM 150' REQUIRED SYSTEM DESIGN FLOW - 330 GPD 65' PROPOSED SEPTIC TANK - PROP. 1,000 GALLON PRECAST CONCRETE 85' OF RELIEF REQUESTED PUMP STA77ON - PROP. 500 GALLON PRECAST CONCRETE - NEW DRILLED WELL TO SEEPAGE PIT ON PARCEL TO THE SOUTH DESIGN APPLICATION RATE: 0.90 GPD/SF, BASED ON 150' REQUIRED 1-5 MIN/IN PERCOLA7ON RATE 95' PROPOSED 55' OF RELIEF REQUESTED ABSORPTION BED AREA REQ'D = (330 GPD)/(0.90 GPD/SF) VARIANCE WAS GRANTED BY THE TOWN OF QUEENSBURY BOARD OF HEALTH ON 0311QI2020 = 34L3 SF SITE SOILS DATA ABSORP7ON BED AREA PROVIDED = 20'x2O' = 400 SF TEST PIT TP-1 - 0211912020 BY TOM CENTER, P.E. PROPOSED NEW DRILLED WELL TO REPLACE EXISTING POINT WELL 0-12" - TOPSOIL - VARIANCES APPROVED 311012020 TO PLACE THE NEW DRILLED WELL 12-50 - LOAMY MEDIUM FINE SAND - 65 FT FROM THE SEEPAGE PIT ON THE PARCEL TO THE NORTH 50-67" - MEDIUM FINE SAND - 95 FT FROM THE SEEPAGE PIT ON THE PARCEL TO THE SOUTH - NEW WELL WILL BE TREATED W17H UV TREATMENT SYSTEM NO GROUNDWATER OR MOTTLING EVIDENCE PERCOLATION TEST PT-1 - 211912020 BY TOM CENTER, P.E. STABILIZED PERCOLATION RATE- 1 MINUTES 34 SECONDS PER INCH BUILDING HEIGHT CALCULATION FLOOR AREA RATIO EXISTING GRADE AT PEAK RIDGE = 99.25 PARCEL AREA = 0.26 ACRE = 11,325.6 SF 28' MAXIMUM BUILDING HEIGHT = 99.25 + 28 = 127.25 22% ALLOWABLE F.A.R. MAXIMUM ALLOWABLE RIDGE ELEVATION = 127.25 ALLOWABLE FLOOR AREA = 2,491.6 SF FIRST FLOOR TO PEAK RIDGE DISTANCE = 26.25' (FROM ARCHITECT) PROPOSED TOTAL FLOOR AREA PROPOSED FIRST FLOOR ELEVATION = 101.0 FROM ARCHITECT = 3,072 SF PEAK RIDGE ELEVATION = 127.25 PROPOSED BUILDING HEIGHT = 28' SITE DEVELOPMEM DATA SITE AREA: 0.26 AC (11,325.6 SF) EXISTING IMPERVIOUS COVERAGE CHANGE IN PROPOSED IMPERVIOUS COVERAGE IMPERVIOUS COVERAGE BUILDING & PORCH 671 SF 865 SF 1,536 SF DRIVEWAY 0 SF 516 SF 516 SF TOTAL IMPERVIOUS 671 SF 1,381 SF 2,052 SF PERCENT IMPERVIOUS 5.9916 12.2% 18.1 % PERMEABILITY 94.1 % (12.201o) 81.9% AREA VARIANCE SUMMARY § 179-3-040 (A) (5) (b) [3] - SIDE YARD SETBACK FOR 0 TO 50 FT WIDE LOTS - 12 FT REQUIRED, 2.5 FT EXISTING, 6 FT PROPOSED - 50 % OF RELIEF REQUESTED § 179-3-040 (A) (5) (b) (11] - FLOOR AREA RATIO - 22% REQUIRED, 11.4% (1,292 SF) EXISTING, 27.1 % (3,072 SF) PROPOSED - 5.1 % OF RELIEF REQUESTED RECORD DRAWING INSTALLATION DATE: 711012024 INSTALLED BY OWNER RECORD DRAWING NOTE: A REPRESENTATIVE OF OUR OFFICE WSI7ED THE SITE y DURING CONSTRUCTION AND IT IS MY OPINION THAT THE SYS7EM IS INSTALLED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN AND THIS RECORD DRAWING. FINAL SURFACE FINISHING AND TURF ESTABUSHMENT /S ONGOING. THOMAS R. CENTER, P.E. 711212024 RECORD DRAWING DIMENSIONS TABLE CORNER "A" CORNER OB" S.T. OUTLET RISER 17.5 23.5' P.S. OUTLET RISER 24.0' 28.5' DISTRIBUTION BOX 71.0' 71.0' Vertical Datum: Assumed Contourinterval e 1 foot Hudson River PROPOSED NEW DRILLED WELL APPROX. LOCA77ON OF SEEPAGE PIT 50' SEP7 TANK SETBACK WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE HOUSE LAKE GEORGE SEPTIC TANK 10, 10, 50' ABSORPTION FIELD 10, 20' 100, INSTALLED 20' WIDE X 20' LONG EXISTING POIN WELL TO BE DECOMM/SIONED , ABSORPTION BED Deck i INSTALLED DISTRIBUTION BOX DRILLING DRILLED DISTURBANCE LIMIT �'•,\3 WELL I . 100 WELL SETBACK W /\ Lands N/F of Ott ' (736/ 12 I) Lands N/F of Ott o"w (736/ 12 1) 50' WELL / SETBACK pECE0VE NOV 2 5 2024 TOWN OF QUEENSBURY BUILDING & CODES I 1 AS BUIL Z10 2-0 I WASTEWATER SYSTEM PLAN SCALE: 1"--20' GRAPHIC SCALE �EV92.111111ENJ r _ , 10 0 5 10 20 40 ( IN FEET) 3 WASTEWATER RECORD DRAWING 1112512024 CONTRACTOR TO FIELD VERIFY LOCA71ONS AND DISTANCES 2 EVISED EW WELL OCATION & DDED PALM R REPLAC EN SEPTIC 1 REVISED PER TOWN ENGINEER COMMENTS 0913012020 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW 0311612020 No. Revisions Date 3 SITE PLAN & DETAILS prepared for: MAP REFERENCE. Brian Hayward ® BASE MAP INFORMATION FROM r� _I l ®■ "MAP OF SURVEY BRIM 'g SafelyNew ®York HAYWARD - KAREN L. HAyKN L t / 5 Palmer Drive IN THE TOWN OF QUEENSIARD," Town of ueensbu warren County NY Call Before You Dig i Q ryi Wait The Required Time WARREN COUNTY, NEW ;BURY, ®Confirm Utility Response DATED MARCH 12, 2008. YORK. s ,` Date: 11712020 ®Respect The Marks REVISED DECEMBER 23, LAST. ' > Drawn: TRC/HKB Checked: GTH Scale: NOTED Dig With Care PREPARED BY D.L.DICK: 169 Haviland Road 800.962.7962 ASSOCIATES, LICENSED INSON Y M CEPT BY Queensbury, NY 12804 291522-01-51 www.digsafelynewyork.com SURVEYORS. LAND ALTERATION OF 145' 0 UMENT EX(518) 745-0307 Phone A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 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