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RC-000051-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-000051-2017 Date Issued: Tuesday, March 6, 2018 This is to certify that work requested to be done as shown by Permit Number RC-000051-2017 has been completed. Tax Map Number: 289.6-1-35 Location: 22 NACY RD Owner: Kathi Miller, Frank Miller Applicant: Rucinski-Hall Architecture This structure may be occupied as a: SFD w/gas FP 2882 s.£, Garage 562 s.£ Cross Ref. Area Variance PZ 67-2016 and By Order of Town Board Site Plan Review PZ 127-2016 TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 s Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: RC-000051-2017 Tax Map No: 289.6-1-35 Permission is hereby granted to: Kathi Miller,Frank Miller For property located at: 22 NACY RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvce of Construction Owner Name: Kathi Miller Single Family-New $250,000.00 Owner Address: 20 Queens LN Total Value $250,000.00 Queensbury,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency DDDJ Enterprises 470 WEST MOUNTAIN RD Queensbury,NY 12804 Plans&Specifications SFD w/gas FP 2882 s.f.,Garage 562 s.f. Cross Ref.Area Variance PZ 67-2016 and Site Plan Review PZ 127-2016 $710.70 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 23,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of eensbu nda J n SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Date: [ rV8 2DO Permit No. 500,51- ?o I Tax Map ID 2ffl ,(0- 1-246 e Zone Uu Historic? Ye 1177 0 Subdivision Name IJIL Lo h • •sion —FE ,Sg # Project Location ZZ 14kH /N OF TOWN BD.RESOLUTION 86-2013: $850 recreation fee for new d '1�WttiSs�s � � es/ wo-family, multiple family, apartments,condominiums,townhouses,and/or manufactured&modular k® NiE s. This is in addition to the permit feels). Primary Owner(s) M 1 U - � Address �y l � 1 w_ �u InW Phone/Email Applicant 6 Address 2t) U Lo�uO-( Phone/Email 161n - Contractor I7lio DWwo — 400) Lk � J1 12 Address 470 W1+ 0j'f �(Y10l�lPlli'�IIJ �.0%�ID Vl �gu t Phone/Email -7012_oi7!2- Contact Person for Building&Codes Compliance: p A hJ5KA JAhvL. „f�.{. _Phone L�1 - r TYPE OF CONSTRUCTION 'Aq ✓Check all that apply New Addition Alteration I"floor sf n,.W__r Total sf Height Single Family n/1' 0,A.1 /ZI"2 n' t�66 Two-Family !Jo Multi-Family (#of units_) FEB 16017 Townhouse T Wid OF OJE .NSSURY nitonRi iii ' n..- Business Office -- Retail-Mercantile Factory-Industrial Attached Garage nn (1,03, 4+) Other C� Town of Queensbury Building&Codes Principal Structure Application revised January 2016 If commercial or industrial please indicate name of business 144 Proposed use of building or addition !64140 VO I Vim( • Source of Heat(circle one) Gas Oil ropane Solar Other Fireplace: Complete a separate application for Fuel Burning * Appliances& Chimneys 1� — `-P-5 Are there structures not shown on plot plan? gc> Are there easements on the property? tAbl4tc 4300W Site Information: a. Dimensions or acreage of lot 14131(0 SIP b. Is this a corner lot? _Yes No c. Will the grade be changed as a result of construction _Yes _No d. Public water or Private well(circle one) Public Frivate e. Sewer or Private Septic System(circle one) Sewer riva Value of all work to be performed(labor or materials) $ DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the I year expiration date the,permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement / description of the work proposed, that all work will be performed in accordance with the 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 also understand that I /we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: �� .•�� PRINT NAME: Alt..- qhZ 14ts T SIGNATURE: DATE: For office use only Operating Permit Issued: _Yes —No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 Fuel Burning Appliance & Chimney Application Office Use Onlv Received DATE: -7 Fba ZUl 1 Tax Map ID TAx MAP ID: 2M,(p - — j Permit No. Kc-V71 ZO ZONE: U3 Permit Fee OWNER 1 MIU • � PHONE/E-MArL �7 ADDRESS 20 QU966 11 INSTALLER/ ph4u> PHONE/E-MAIL. BUILDER CONTACT PERSON FOR BUILDING&CODE COMPLIANCE: N PHONE/E-MAIL 141—OZ4(66 BUILDING ADDRESS = 9W< ROOM OF INSTALL: "1M I(i 1 1000M PLANNED INSTALL DATE: PAq /J1413e ZDQ FUEL BURNING APPLIANCE INFORMA D GAS OIL NOTE: ROUGH-IN& STOVE FINAL INSPECTION ARE FIREPLACE INSERT FEB 6 2017 ]I[ REQUIRED. FIREPLACE,FACTORY BUILT* NOTE: FIREPLACE,MASONRY MANUFACTURER'S UILDIN & COD S INSTALLATION MANUAL FURNACE(GARAGE ONLY) MUST BE AVAILABLE AT TD4E OF INSPECTION *If factory built provide manufacturer name: 62UAIWAMIZV. ; Model#: Listed by: Number: CHIMNEY INFORMATION Masonry** (check one) _BLOCK _BRICK _STONE Flue _TIE _STEED _Size in inches Material _WI�DOUBLE WALL —TRIPLE WALL _INSULATED ** If non-masonry provide manufacturer name: ;Model#: -3Z 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 inspector's to enter premises to perform required inspections. I HAVE READ AND AGREE TO THE ABOVE: PRINTNAME: i2" Ei� �aAri1T- SIGNATURE: DATE: -7 00 a 246 Town of Queensbury Building&Codes Principal Struceae Application Revised January 2016 SEPTIC DISPOSAL APPLICATION Office Use Only Received DATE: Tax Map ID TAx MAP ID: Permit No. RG-U51- 201'+ ZONE: Permit Fee APPLICANT .. PHONE/&MAIL ADDRESS Sf►' t��G�i/tJ N7hY /79 INSTALLER/ awl l /[��..1 d if PHONE/E-MAIL BUILDER Wf�Y�(J fjr(/ J�(�/ OWNER �v �G.+ yZ niW3 ADDRESS y"V6 CONTACT PERSON FOR BUILDING&CODE COMPLIANCE: 49 G/ LG PHONE/E-MAIL Al azo& RESIDENCE INFORMATION Year Built #of bedrooms X gallons per bedroom =total ow 1980 or older TOWNe Il _Yes Z/No 1981-1991 Yes No 1992-Present — PARCEL INFORMATION Topography _FIat rolling _Steep slope 1[Q%Slope Soil Nature Sand _Loam _Clay _Other Groundwater At what depth: T V Bedrock/h apervious material At what depth: taor_ bowmapm hr i Domestic Water Supply Municipal _Well(if well,water supply from any septic system absorption is/ ftJ Percolation Test Rate: per minute per inch(test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank size 4gg gallons(min.size 1,000 gallons,add 250 gallons to size for each garbage cylinder or spa or hot tub System Absorption field with#2 stone Total length ft.;Each Trench Seepage Pit with#3 stone How many: _;Size Alternative System—1aQ111 Bed or other type: 'jAXWS OLx �p MGbII I Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&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&approved. The installed system must match the septic system layout on file–no exceptions. 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. PRINTNAME: twh,4 A1ti— 45 t aJT SIGNATURE: DATE: '7 Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 CHECKLIST—SINGLE FAMILY PROJECT Project Name: _M W - REQUIRED—2 SETS Yes No N/A 1. Building Permit completed 2. Energy Code inspector's report from REScheck completed 3. Septic alteration 4. Solid Fuel Burning or Gas Appliance form completed 5. Driveway Permit 6. Structural Drawings a. Floor plans b. Foundation plans c. Cross Sections d. Elevations e. Window&Door Schedule f. Natural Light,Ventilation and Emergency Egress 7. Plot plan: / Show proposed structure(s)with setback dimensions from all surveyed property lines ✓ 8. Electrical inspection agency selected CHECKLIST—MULTI-DWELLING/COMMERCIAL Project Name: REQUIRED—2 SETS Yes No N/A 1. Building permit application completed 2. Energy Code COMcheck and inspector's report form completed 3. Septic alteration 4. Solid Fuel Burning or Gas Appliance form completed 5. Driveway Permit 6. Structural Drawings a. Floor plans b. Foundation plan c. Cross Sections d. Elevations e. Design loads including floor,snow&wind load f. Seismic design g. Plans signed&sealed by registered architect or engineer h. Window&Door schedule 7. Plot plan: Show proposed structure(s)with setback dimensions from all surveyed property lines 8. Electrical inspection agency selected Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 I 22 Narcy RD HVAC Load Calculations y for L5 D 2 C l/�p I.Sr � (� JUN 2 2' 2017 s TOWN OF QUEENSBURY BUILDING&CODES E="`a§l.) E� A� � r ��' ,3HVAC LoAus { FILE COPY ' f Prepared By: Nick Abrunza I Appolo Heating 868 Burdeck St Schenectady Ny 12306 518-355-0433 Wednesday,June 21,2017 { t Rhvac is an ACCA approved Manual J and Manual D computer program. i Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. {_ I I i Rhvac•.Residential 8.Light Commercial HVAC Loads Elite,Software Development,Inc. =Heating Inc. 22 Narcy RD Sehenectad NY 12366 - - Page 2 i Project Report General.P[o•ectahformation Project Title: 22 Narcy RD Project Date: Wednesday, May 31,2017 Company Name: Appolo Heating Company Representative: Nick Abrunza Company Address: 868 Burdeck St Company City: Schenectady Ny 12306 Company Phone: 518-355-0433 Desi"rl Aata Reference City: Schenectady, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 378 ft. Altitude Factor: 0.986 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.31 n/a n/a 70 n/a Summer: 87 72 49% 50% 75 30 Check Fi urea . Total Building Supply CFM: 969 CFM Per Square ft.: 0.391 Square fl.of Room Area: 2,479 Square ft. Per Ton: 1,273 Volume(fP): 21,410 Building:Loads T77- Total Heating Required Including Ventilation Air: 46,389 Btuh 46.389 MBH Total Sensible Gain: 21,022 Btuh 90 % i Total Latent Gain: 2,346 Btuh 10 % Total Cooling Required Including Ventilation Air: 23,368 Btuh 1.95 Tons(Based On Sensible+ Latent) I :Notes: Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unitthat meets both sensible and latent loads according to the manufacturer's performance date at your design conditions. I I i I i i i C:\Users\nlcka\DocumentslElite Software\Rhvac 9 ProjecW22 Narcy Rd.rh9 Wednesday, June 21,2017, 8:33 AM Rhyac-.Residential 8.Light commercial HVAC Loads , Elite Software Develo ment,Inc. Appolo Heating Ina - - - 22 Narcy RD Sahenectad NY 12306 --Pe e 3 Miscellaneous Report System 1 Outdoor Qutdoor.. Outdoor Indoor: Indoor Grains: tri ui.Dala D ' Bulb •• wet13616 Rel.Nurn Rel.Hum D: Bulb Difference Winter: 1 0.31 80% n/a 70 n/a Summer: 87 72 49% 50% 75 29.96 DuctSiairi' ln uts Main Trunk Runouls Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min i Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 In. 0 in. Maximum Height: 0 in. 0 in. Outside Air.Data ? i Winter Summer Infiltration Specified: 0.320 AC/hr 0.160 AC/hr 114 CFM 57 CFM Infiltration Actual: 0.320 AC/hr 0.160 AC/hr Above Grade Volume: X 21.410 Cu.fl. X 21.410 Cu.ft. 6,851 Cu.ft./hr 3,426 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 114 CFM 57 CFM Total Building Ventilation: 0 CFM 0 CFM --System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 13.02 = (1.10 X 0.986 X 12.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.09 = (0.68 X 0.986 X 29.96 Grains Difference) i Infiltration&Ventilation Sensible Loss Multiplier: 74.87 = (1.10 X 0.986 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.320 AC/hr(114 CFM), Construction:Average Summer Infiltration Specified: 0.160 AC/hr(57 CFM),Construction:Average i I I i i i I I I i C:\Users\nicka\Documents\Elite Software\Rhvac 9 Projects\22 Narcy Rd.rh9 Wednesday,June 21,2017, 8:33 AM Rhvac-ResidenLal&Llght Commerclel HVAC Loads Elite Sofware Development,Inc, Appolo Heating Inc - - 22 Nancy RD Schenectad NY 12306..' - Pa e 4 Load Preview Re ort Min In Sys Sys Sys Net rt,' Sen Lat Net Sen Htg Clg Htg Clg Act Duct Scope Ton /Ton Area Galn Galn Gain Loss CFM CFM CFM CFM CFM Sfze Building 1.95 1273 2,479 21,022 2,346 23,368 46,389 611 969 611 969 _969 Syslem 1 1.95 1.273 2,479 21,022 2,346 23,368 46,389 611 969 611 969 969 1206 Zone 1 2,479 21,022 2.346 23,368 46,389 611 969 611 969 969 12x15 1-Basement 900 2,053 397 2,460 11,745 165 96 155 95 95 1-6 2-Maslen Bedroom 217 3,023 733 3,756 6,000 80 139 80 139 139 2-5 3-Wk 99 857 78 935 2,326 31 40 31 40 40 1-4 4-LNing 268 3,024 82 3,106 4,639 61 139 61 139 139 2-5 6-Dining 121 2.066 86 2,162 4,319 57 96 57 95 95 1-6 6-Ifthen 110 940 35 975 1,732 23 43 23 43 43 1-4 7-Master Bath 102 1,348 80 1,426 2,746 36 62 36 62 62 1-5 8-1-1811 81 648 0 548 764 10 25 10 25 25 1-4 9-Pantry 48 464 0 464 453 6 21 6 21 21 1-4 10-Laundry 60 568 0 568 601 8 26 8 26 28 1-4 11-Bedroom2 148 2,023 345 2068 2,700 36 93 36 93 93 14 I 12-Bad11 88 751 34 785 1A96 21 35 21 35 35 1-4 13-Bedroom 1 165 2.208 402 2,610 3,873 61 102 51 102 102 1-6 14•Foyer 84 1,152 74 1226 2,834 37 53 37 53 53 1-4 1 i 1 I I C:\Users\nicka\Documents\Elite Software\Rhvac 9 Projects\22 Narcy Rd.rh9 Wednesday, June 21, 2017, 8:33 AM Rhvac;Residential&Light Commermal HVAC Loads Elite So((ware Development;Inc. Appolo Hea9ng Inc. '. "' ': `.� '-':22 Narcy RD Schenectady.NY 12306 Page 5 Duct Size Preview Room or Sauroe Minimum Mardmurn Rough. Design SP CkrU DUU Hig Clg AU. Duct Duct Name VelociJ Veloely Faclor--Ln OO Loss Velodly Len91h Fow Floes Flow sue System 1 Supply Runouls Zone 1 1-Basement BUN-In 450 760 OA1 0.1 481.7 155 r 9 95 1-6 2-Master Bedroom BUN-In 450 750 0.01 0.1 6(0.8 80 139 2-5 3-Wlc BUN-In 450 750 001 0.1 452.6 31 xm0r 40 1-4 4-LMrg BUIt-In 450 750 DA7 0.1 510.9 61 k0gpl* 139 2-5 5-Dining BUIL-In 450 760 0D1 0,1 484.9 57 95 1-6 6-Kitchen BUIL-In 450 750 ODI 0.1 496.1 23 3; 43 1-4 7-Master Bath Built-in 450 750 ODI 0.1 455 36.,'i ' 62 1� "all BUN-In 450 750 9D1 0.1 289.4 10a-20'. 26 1-4 ;7 9-Pantry BUN-In 450 76D 0.01 0.1 245 8 2u1 21 1-4 10-Laundry BUR-in 450 750 0.01 0.1 300 216' 28 1-4 11-Bedroom 2 BUN-In 450 750 ODI 0,1 474.8 3: 3 93 1-6 12-Bath t BUN-In 460 760 OD1 0,1 396.6 21 35 1-4 13-Bedroom 1 BUIt-In 450 760 ODI 0.1 518.2 51 102 1-6 14-Foyer BUN-In 450 760 0.01 0.1 608.4 371- 53 1-4 Other Ducts In System 1 Supply Main Trunk BUIt-In 650 900 0D03 0.1 775 611 f'F .&1 969 12x16 Summary System 1 — HeaOng Flaw: 611 Cooling Flow. 969 i i I l i l I i C:\Users\nicka\Documents\Elite Software\Rhvac 9 Projecls\22 Narcy Rd.rh9 Wednesday, June 21,2017,8:33 AM Rhvac•Residential&Light Commercial HVAC Loads i. Elite Software Development,Inc: Appolo Healing Inc ., 'i - :'22 Nar RD Schenectady,NY 12306 Pa e 9 Total Building Summ-aty Loads �omponerlArea Sen Lat Sen Tptal. Desori tion Ouan. Loss Gaut .1` Gain. ' Gain Pella Vinyl: Glazing-Pella Vinyl,u-value 0.31, SHGC 0.28 230.2 4,925 0 4,009 4,009 Pella Slider: Door-Pella Slider 81.6 2,646 0 882 882 Front Door: Door-Front Door 21 246 0 82 82 12C-Obm: Wall-Frame, R-13 Insulation in 2 x 4 stud 912 7,235 0 943 943 cavity, no board Insulation,brick finish, metal studs 12F-Osw.Wali-Frame, R-21 insulation in 2 x 6 stud 1391.6 6,240 0 1,114 1,114 cavity, no board insulation,siding finish,wood studs 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 1578.8 2,832 0 1,930 1,930 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-38 insulation 21A-24: Floor-Basement, Concrete slab, any thickness,2 900 1,553 0 0 0 or more feet below grade, no insulation below floor, any floor cover,shortest side of floor slab is 24'wide 19A-Ocp: Floor-Over enclosed crawl space, No insulation 1431 10,941 0 1,903 1,903 on exposed walls, sealed or vented space, passive, no floor Insulation,carpet or hardwood 19A-Otp: Floor-Over enclosed crawl space, No insulation 147.8 1,221 0 212 212 on exposed walls,sealed or vented space, passive, no floor insulation,the or vinyl _--._....._....__,...._.............. Subtotals for structure: 37,839 0 11,075 11,075 People: 4 1,200 1,600 2,800 Equipment: 0 0 0 Lighting: 2230 7,604 7,604 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 114,Summer CFM:57 8,550 1,146 743 1,889 Ventilation:Winter CFM: 0 Summer CFM: 0 0 0 0 0 Total Building Load Totals: 46,389 2,346 21,022 23,368 Total Building Supply CFM: 969 CFM Per Square ft.: 0.391 Square fl.of Room Area: 2,479 Square H. Per Ton: 1,273 Volume(ft'): . .. ... .... _ 21,410.... _._...._..._. ... ... . .. ......_.. l Buildili ;4,oads . i Total Heating Required Including Ventilation Air: 46,389 Btuh 46.389 MBH Total Sensible Gain: 21,022 Btuh 90 % Total Latent Gain: 2,346 Btuh 10 % Total Cooling Required Including Ventilation Air: 23,368 Btuh 1.95 Tons(Based On Sensible + Latent) l Notes Rhvac is an ACCA approved Manual J and Manual D computer program Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D, !I All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at j your design conditions. i i I CAUsers\ntcka\Documents\Elite Software\Rhvac 9 Projects\22 Narcy Rd.rh9 Wednesday, June 21, 2017, 8:33 AM Rh , ..& ht mmercial. A _LoaAs ............ . „:_._,..::!;!,:> . . ,:E.IIte.SoHwarepeyelomentrino. P. Heating Ina ScheAppolo rieclad 'NY 12306 System 1 Room Load Summaty Htg Min Run Run Glg Cig Mlri Jac1 Room Area Sens Htg Duct Duct Ssjis l at: Cig` Sys: iNp 'Name Sr Btuh CFM Size Vel Btuh „,Btuh. CF.M. CFM. ---Zone 1-- 1 Basement 900 11,745 155 1-6 482 2,053 397 95 95 2 Master Bedroom 217 6,060 80 2-5 511 3,023 733 139 139 3 WIG 99 2,326 31 1-4 453 857 78 40 40 4 Living 256 4,639 61 2-5 511 3,024 82 139 139 5 Dining 121 4,319 57 1-6 485 2,066 86 95 95 6 Kitchen 110 1,732 23 1-4 496 940 35 43 43 7 Master Bath 102 2,745 36 1-5 455 1,346 80 62 62 8 Hall 81 764 10 1-4 289 548 0 25 25 9 Pantry 48 453 6 1-4 245 464 0 21 21 10 Laundry 60 601 8 1-4 300 568 0 26 26 11 Bedroom 2 148 2,700 36 1-6 475 2,023 345 93 93 12 Bath 1 88 1,598 21 14 397 751 34 35 35 13 Bedroom 1 165 3,873 51 1-6 518 2,208 402 102 102 14 Foyer84 2,834 37 1-4 606 1,152.._ 74 __.._ 53 _ 53 System 1 total 2,478 46,369 611 21,022 2,346 969 969 System 1 Main Trunk Size: 12x15 in. Velocity: 775 ft./min Loss per 100 ft.: 0.092 in.wg Goolin stem'$uint[ta: ;: :_= ; . Cooking $ensiblelLajent Sensible Laterlj Total: Tons >:S ht Btuh ;Btufi ::Btuh Net Required: 1.95 90%t 10% 21,022 2,346 23,368 Actual: 2.33 75%/25% 21,000 7,000 28,000 Equipment-Data Heatina System Coolino System Type: Natural Gas Furnace Standard Air Conditioner Model: ML195UH070XP36B-* 13ACXN030-230-** Indoor Model: C35-30B*+TDR Brand: MERIT 90 LENNOX Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 13 SEER Sound: 0 .. .... . .. .. . ... . .. 0 . ._.... . Capacity: 64,000 Btuh 28,000 Btuh Sensible Capacity: n/a 21,000 Btuh Latent Capacity: nla 7,000 Btuh AHRI Reference No.: n/a 8736592 I I i I— i C:\Users\nicka\Documents\Elite Software\Rhvac 9 Projects\22 Narcy Rd.rh9 Wednesday,June 21,2017,8:33 AM REScheck Software Version 4.6.3 Compliance Certifio-atta 289.6-1-35 RC-000051-2017 Miller, Frank & Kathi Project 22 Nacy Road SFD w/FP 2882 s.f. & Garage 562 s.f. Energy Code: 2015 IECC Location: Glens Falls, New York r:, Ly 7 Construction Type: Single-family 111 t VY U., i Project Type: New Construction nI Orientation: Bldg, faces 45 deg. from North I FEB � 6 20A Conditioned Floor Area: 2,719 ft2 L LL Glazing Area 16p/p TOWN OF QIJEENSj URY Climate Zone: 6 (7635 HDD)) OF & CODES Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Ethan Peter Hall Rucinski Hall Architecture 134 Dix Ave =FiLECOPY Glens Falls, NY 12801 518-741-0268 ephall@nycap.rr.com Compliance: Passes using UA trade-off Compliance: 2.4%Better Than Code Maximum UA: 380 Your UA: 371 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 Assembly or Cavity Cont. U-Factor UA Ceiling 1: Raised or Energy Truss 1,891 38.0 0.0 0.025 47 Wall 1: Wood Frame, 16"o.c. 400 21.0 5.0 0.043 12 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 45 0.320 14 Orientation: Unspecified Door 1: Glass 40 0.320 13 Orientation: Unspecified Door 2: Glass 36 0.320 12 Orientation: Unspecified Wall 2: Wood Frame, 16"o.c. 625 21.0 5.0 0.043 24 Orientation: Right side Window 2:Wood Frame:Double Pane with Low-E 67 0.320 21 Orientation: Unspecified Wall 3:Wood Frame, 16" o.c. 400 21.0 5.0 0.043 15 Orientation: Back Window 3: Wood Frame:Double Pane with Low-E 14 0.320 4 Orientation: Unspecified Door 3: Solid 38 0.300 11 Orientation: Unspecified Wall 4: Wood Frame, 16"o.c. 625 21.0 5.0 0.043 22 Orientation: Left side Project Title: Report date: 02/15/17 Data filename: Y:\Miller-Glen Lake\Const. Dwg's\Miller.rck Page 1 of 10 Gross Area Cavity Cont. Assembly or U-Factor UA Window 4:Wood Frame:Double Pane with Low-E 109 0.320 35 Orientation: Unspecified Wall 5:Wood Frame, 16"o.c. 360 21.0 5.0 0.043 11 Orientation: Front Window 5:Wood Frame:Double Pane with Low-E 60 0.320 19 Orientation: Unspecified Door 4: Glass 40 0.320 13 Orientation: Unspecified Wall 6:Wood Frame, 16"o.c. 40 21.0 5.0 0.043 2 Orientation: Right side Wall 7:Wood Frame, 16"o.c. 40 21.0 5.0 0.043 2 Orientation: Left side Basement Wall 1:Solid Concrete or Masonry 454 19.0 0.0 0.051 23 Orientation: Right side Wall height:7.9' Depth below grade:6.0' Insulation depth: 7.5' Basement Wall 2:Solid Concrete or Masonry 316 19.0 0.0 0.051 16 Orientation: Back Wall height: 7.9' Depth below grade:6.0' Insulation depth: 7.5' Basement Wall 3:Solid Concrete or Masonry 454 19.0 0.0 0.051 23 Orientation: Left side Wall height: 7.9' Depth below grade: 6.0' Insulation depth: 7.5' Floor 1: Slab-On-Grade:Unheated 48 14.0 0.658 32 Insulation depth:4.0' 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 desi ed to meet the 20151ECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirem t, listed h he Inspection Checklist. Zg�� Ethan Peter Hall-Architect ' CF�6 ArZ Name-Title Sig tures: : ate 0a704* i. Project Title: Report date: 02/15/17 Data filename:Y:\Miller-Glen Lake\Const. Dwg's\Miller.rck Page 2 of 10 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% 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 & Re .ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate EJ Does Not [PRI)' energy code compliance for the ❑Not Observable Location on plans/spec:A- 0 building envelope.Thermal 1 envelope represented on El Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for Location on plans/spec:A- [PR3)1 lighting and mechanical systems. ❑Not Observable 1 Q, Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACOA Manual S based Btu/hr Btu/hr ❑Does Not [PR212 on loads calculated per ACOA Cooling: Cooling: []Not Observable Location on plans/spec: A- Manual J or other methods Btu/hr Btu/hr1 approved by the code official. []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2.. Medium Impact(Tier 2) 1 3 1 Low impact(Tier3) Project Title: Report date: 02/15/17 Data filename:Y:\Miller-Glen Lake\Const. Dwg's\Miller.rck Page 3 of 10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.2 Slab edge insulation R-value. R-_ R- ❑Complies See the Envelope Assemblies [FO111 ❑ Unheated ❑ Unheated ❑Does Not table for values. u ❑ Heated ❑ Heated []Not Observable ❑Not Applicable 402.1.2 Slab edge insulation —ft —ft ❑Complies See the Envelope Assemblies [F0311 depth length. []Does Not table for values. QV []Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R-_ R- ❑Complies See the Envelope Assemblies [FO411 insulation R-value.Where interior ❑ table for values. insulation is used,verification R- R- Does Not 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 Requirement will be met. [F0511 insulation Installed per ❑Does Not 0 manufacturer's instructions. ❑Not Observable Location on plans/spec:A- ❑NotApplicable 1 402.2.9 Conditioned basement wall _ft _ft ❑Complies See the Envelope assemblies [FO611 insulation depth of burial or ❑Does Not table for values. 1-4 distance from top of wall. '.❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies Exception: Requirement is [FO11]2 to protect exposed exterior ❑Does Not not applicable. 0, insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow-and Ice-melting system ❑Complies Exception: Requirement is [F012]2 controls Installed. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) ;3 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 02/15/17 Data filename:Y:\Miller-Glen Lake\Const. Dwg's\Miller.rck Page 4 of 10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, Door U-factor. U-_ U-_ ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR111 ❑Not Observable 0 ❑Not 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, ❑ 402.3.6, Not Observable 402.5 ❑Not Applicable [FR211 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR411 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable Location on plans/spec:A- taken from the default table. ❑Not Applicable 1 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not 0 instructions. ❑Not Observable Location on plans/spec:A- ❑Not Applicable 1 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR2011 is listed and labeled as meeting ❑Does Not AAMA/WDMA(CSA 101/1.5.2/A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Exception: Requirement is (FR1612 sealed at housingfinterior finish ❑Does Not not applicable. and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies Exception: Ducts located [FR12]1 insulated >=R-8 where duct is ❑Does Not completely inside the >= 3 inches in diameter and >_ ❑Not Observable building envelope. R-6 where< 3 inches.Supply and 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. 403.3.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not $' ❑Not Observable Location on plans/spec:A- ❑Not Applicable 1 403.4 HVAC piping conveying fluids R-_ R-_ ❑Complies Exception: Requirement is [FR17]2 above 105 2F or chilled fluids El Does Not not applicable. ,0 below 55 2F are insulated to all- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Exception: Requirement is [FR2411 piping. ❑Does Not not applicable. 10 ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R-_ ❑Complies Requirement will be met. [FR18]2 all-3. ❑Does Not 14 ❑Not Observable Location on plans/spec:A- ❑Not Applicable 1 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable Location on plans/spec:A- ❑Not Applicable 1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Report date: 02/15/17 Data filename: YAMiller-Glen Lake\Const. Dwg's\Miller.rck Page 5 of 10 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Ter 3) Project Title: Report date: 02/15/17 Data filename:Y:\Miller-Glen Lake\Const. Dwg's\Miller.rck Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Comeliest Req.ID Comments/Assumptions & 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not u provided. ❑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 1h of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass [IN3] exterior,the exterior insulation ❑Not Observable a, requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's Instructions. ❑Does Not ❑Not Observable Location on plans/spec:A- j❑NotApplicable ,1 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 02/15/17 Data filename: Y:\Miller-Glen Lake\Const. Dwg's\Miller.rck Page 7 of 10 Section Plans Verlfled Field Verified # Final Inspection Provisions Value Value Complles7 Comments/Assumptions & Re .ID 402.1.1, Ceiling insulation R-value. R- R-_ ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Nottable for values. 402.2.2• ❑ Steel ❑ Steel ❑ 402.2.6 No[Observable [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's Instructions. ❑Does Not (F1211 Blown Insulation marked every ❑Not Observable Location on plans/spec: A- 2 1 ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [F12212 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable Location on plans/spec:A- extends over insulation. 1 ❑Not Applicable 402.2.4 Attic access hatch and door R-_ R-_ ❑Complies Requirement will be met. [FI311 insulation aR-value of the El Does Not adjacent assembly. ❑Not Observable Location on plans/spec:A- ❑Not Applicable 1 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50=_ ACH 50 =_ ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable Location on plans/spec:A- ❑NotApplicable1 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception:All ducts and air [F1411 cfm/100 ft2 across the system or ft2 ft' ❑Does Not handlers are located within <=3 cm/100 ft2 without air conditioned space. '..handler @ 25 Pa.For rough-in []Not Observable tests,verification may need to ❑Not Applicable !occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 []Complies Exception:All ducts and air [F12711 determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Total ❑Not Observable ,conditioned space. leakage measured with a pressure differential of 0.1 inch ❑Not 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. 403.3.2.1 IAir handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at<=2%of ❑Does Not ;design airflow. []Not Observable Location on plans/spec:A- ❑NotApplicable 1 403.1.1 Programmable thermostats T❑Complies Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and Location on plans/spec:A- initially set by manufacturer to []Not Observable 1 code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Exception:Requirement Is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Exception: Requirement is [FI1112 'systems have automatic or []Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/15/17 Data filename:Y:\Miller-Glen Lake\Const. Dwg's\Miller.rck Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable Location on plans/spec:A- and airflow limits. ❑Not Applicable 1 403.2 Hot water boilers supplying heat ❑Complies Exception: Requirement is [F]26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water []Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Exception: Requirement is [F[28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply []Not Observable pipe.Gravity and thermos- ❑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 automatically tum 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 Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies Exception: Requirement is [F]30]2 have recirculation pumps that ❑Does Not not applicable. pump water from a heated water []Not Observable supply pipe back to the heated water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. [F131]2 tested in accordance with CSA ❑Does Not B55.1.Potable water-side ❑Not Observable Location on plans/spec:A- pressure loss of drain water heat 1 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 75%of lamps in permanent ❑Complies Requirement will be met. [1`I611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. [-]Not Observable Location on plans/spec:A- Does not apply to low-voltage lighting. ❑Not Applicable 1 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [F123]3 no continuous pilot light. El Does Not $� ❑Not Observable Location on plans/spec:A- ❑Not Applicable 1 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Report date: 02/15/17 Data filename:Y:\Miller-Glen Lake\Const. Dwg's\Miller.rck Page 9 of 10 Section Plans Verified Field Verifled # Final Inspection Provisions Value Value Compllesi Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [F]18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 02/15/17 Data filename:Y:\Miller-Glen Lake\Const. Dwg's\Miller.rck Page 10 of 10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 26.00 Below-Grade Wall 19.00 Floor 14.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 Door 0.32 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments Town of Queensbury 10' min. . 40' min. GENERAL Colmnumty Development Office _ e) If required,the applicant must submit a copy of the following to the Town. ;, y ,- -' -NOTES a a. `Tile ro ect NUI Notice of Intent for coverage under the current"NYSDEC SPDES General 'Luning Board of_\ppculs-Record of Resolution -'742 Bay Road,Queensbury,NY., 12soa� � -. - � � _ P j ( ) � g ,. - , - =z - INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM - a Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)761-8238 'Permit from Construction Activity"prior to the start of any site work. - _ - - _ i - ,m - _ I b. The project NOT(Notice ofTermination)upon completion of the project; I 12" min. CRUSHED STONE OVER A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES r„ Town of Queensbury Planning Board c. The applicant must maintain on their project site,for review by staff. � 0 ~� Toterofrtueens6ury COMPACTED SUBGRADE AND I i. The approved final plans that have been stamped by the Town 2loning Administrator. - o Area variance aesumtim,'ro: Approve RESOLUTION=Grant Site Plan Approval These plans must include the project SWPPP(_Storm Water Pollution Prevention Plan} FABRIC OU FILTER LEGEND Applicant Name: Frank Kathi Miller SITE PLAN PL 127-2016 FRANK e4c KATHI MILLER when such a plan was prepared and approved; - O oQ)c o �O. oQyo o v File Number: PZ-0067-2016 - '' c - - - --. '- - - current NYS IEC SPDES General - f-• �o- .'"O - �'00. .., . O 00 ... 0 - - t.ocatlom 22 Nacy Road-tvcst Shure ueclen Lake Tax Map ID:'28)6-1-35 /Property Address: 22 Nacy Road/Zoning: WR. -_ _ - - u. Pernutuj or individual 1 SPDES vertu t issuedforthe- ro'ec_t if}e uired. I -` W o-. -` .:Cly -- -' :'. o ° - oo' - Q-, -- - - - - PROPERTY LINE - a Tax map Number: 289.6-1-3s -I - - f Finale roved tans-in compliance with the S P Plan must be submitted t0 t1e('0mtrinnit i - -� - 0Q- - 0 - o - - O - _ .O V 2 REVISED TO INCORPORATE 29 AUG 2016 0= zuA♦teeting nate: Wednesday,August t7,2016 The applicant has submltt�d an application to the Planning Board for demolition of existing home and other ) . PP P P Y E o - 0 0 :. -- '• o' O buildin s on site for construction of a new 2,967 s ft. foot riot,3,435 s ft. floor area sin le fault Development Department before any further review by the Zoning'Administra or or Buildingand q O .- a - o� o . : 0�. o ---------------------- PROPERTY LINE SETBACKS TOWN ENGINEER COMMENTS g q• ( P ) q• - ( ) g Y o The Zoning Board of Appeals of the Town of Queensburyhas received an application from Frank&Kathi miller.Applicant proposes ! [_ _ -Codes personnel; - C C11 4. `� ---O- - - 0- - - - . I 0- floorsingle-family horne. Project includes installation of new septic and well. Pursuant to Chapter 17)6 060 of the Zoning P 00 . 1 ADDED ADJOINING WELL 18 MAY 2016 denudition of existing structures and revised plans for the construction of a(2,967 sq.ft.footprint);(3,435 sq.ft.Hour d y - - ,} - - - •„ - •,- - - 0 0 - 1-:-- EXISTING u g) -The applicant must meet with Staff atter approval and prior to Issuance of Budding Permit �Qq (yQ .: _ die elfin=.Project includes installation of neer septic system and well. belief requested front minimum sideline and shoreline setback -Grdlflance L'OnSfIUCttOn w[Ihl[1 St)ft.Of 15/o Slopes Shall be subject to Planning Board I@VI@W and approval. Z • '- -..- 'r.'0"tJ. - ---------- ---.-----.-- t 330 EXISTING CONTOURS requirements,maximum Floor Area Ratio,and the minimum permeability requirements fo the WR zoning district. site Pian: project _ - - - - and/or the beginning of any site work; - - - - - o •- .°o -. - - - --oo-- - Cin --oo:- ° GROUND 0 I ADDED TOPOGRAPHY 29 MAR 2016 within 50 n.,15 i slope. Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179 9-080, the Planning h) Subsequent issuance of further permits,including building permits is dependent on compiailce with X )_ _ _ b o, ATE N 0 0 "0 30 NEW CONTOURS No.) DESCRIPTION D 1•• requestedfrom minimum sideline and shoreline setback requirements,maximum Floor Board has determined that this proposal satisfies'the,requirements as stated in the Zoning Code; - - this and all other conditions of this resolution; - - - _ w _ _o -p'- 3 Arrea Ratio,and te applicant he mitimmuuests(lie uner permeabwing ility requirements of t6c WR zmnin=district, q _ _ - .' f`" p - - i) As plans to certify that the site plan is developed_according to the approved plans to be provided _ .-. o .�� - .- - - '- - - o�- : •- p 0- REVISIONS - O f Y 1 prior to issuance of the certificate of occu ane 8 ' 00o O�X?0 fi0o- o�X) 'As required by General Municipal Law Section 239-m the site plan application was referred to the Warren P P" Y• -E -E -E -E Serntni79-3-O40establishment nfdstrictsdintetsinna,rennire,nents.. - - - - - UNDERGROUND ELECTRIC SERVICE C This resolution is to be laced in its entirely on the final plans '['he proposed home is to be located 62 ft.10 in from the shoreline where 81 ft,is the required setback;16 ft.4 in from the north side and 11 ,COUrity Planning Department for its recommendation;' - - .1) P Y P 2 n.where a 20 ft.setback is required,permeability is proposed at 66.7%where 75%is required;and floor area is proposed at 3,435 sq.ft. ,I - - - .. - _ -_ ®A,STp't w�®A' SPECIFICATIONS •.p��r��i^p-ry�p'rL+ '`I f(\V1✓ IV .7r V Vf"1tf 'VJ � N (24/)where 3,163sq,ft.ismaximum allowed(22/). g reviewed the potential environmental impacts of the project,pursuant to the State ® -ss -SS -ss -SS SANITARY SEWER rhe Planning Board has sEQR'rype a-no further review required; Environmental Quality Review Act(SEQRA)and adopted a SEQRA Negative Declaration-Determination . Motion seconded by Brad Magowan. Duly adopted this 23r1 day of August,2016 by_the folowing vote: 1. STONE SIZE - USE NO. 2 STONE OR RUBBLE C° ofNon-Significance 2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. r Apubl;c hearing was advertised and held on Wednesday,may 18,2016; _ - AYES: Mr.Ferune,Mr.Ma owan,Mr.Shafer,Ms.White,Mr.SchoneNvol_f,Mr.Deeb,per.Traver - - " -w -W -w -w WATER SERVICE -,-. v_._. _.- ,_„�., ¢ r° g 3. THICKNESS: NOT LESS THAN 6 . @ - ,, . -. - 'rhe Planning Board opened a public hearing on the Site lana application on 5/19/2016,and continued the 4. 2' M BUT NOT LESS THAT THE FULL WIDTH n K V) > Upon review of the application materials,urfonnatron supplied during the public,hearing,and upon consideration of the criteria as follows: a S4cuon g P t P g P PP - 179-14-080(A)of the Queensbury Town Code and Chapter 267 of NYS Town Law and after discussion and deliberation,wet as follows: pubic hearing to 8/23/24)16,when it was closed, - NOES: NONE - WIDTH: � THERE I � run AT POINTS WHERE INGRESS OR EGRESS OCCURS. E/P EDGE OF PAVEMENT � �� } '� \ � 1 � � Q nearby properties because some,nett old buildings - - - -- - 5. FILTER FABRIC: WILL BE PLACED OVER THE ENTIRE AREA PRIOR s zLri I- "There is not an undesirable change in the character of are mei^hburirood nor a detrimentto z P P pretty o r - Ali v M - rf Y 'rhe Planning Board has reviewed the application materials submitted by the applicant and all comments TO PLACING STONE. -GAS-GAS-GAS-GAS- z are going to be removed and a touch more attractive building is going to be put in their place , UNDERGROUND GAS SERVICE i Q made at the public hearingland submitted in writing through and including 8/23/2016; 6. SURFACE WATER: MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. FEB 16 A I y� a w s 2. Feasible altenmtiveshave been mnsideredbut are limited because ofdresntallsize ol'thehouse. _ .I - - - - 7. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED INA CONDITION WHICH WILL - - The Planning Board deternnnes that the application complies with the review considerations and standards --- -- --- d Z c=i to - 3. 'ereregnesledvarian�eis not substantial but it's moderate. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. S� TE DATA -� w o set forth in Article 9 of th Zoning Ordinance for Site Plan approval, n t v ,�p 2 g _ 4- There is not air adverse impact on lire physical or envirunntemal conditions in the neighborhood or district'? Particularly because what we're - - - - - - - - - - - - THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS - TOW,I e-7 ' "�-Y 1-•�4 � Y z U V) >✓ gal»inghereisamocnim rnvedwastetreanmemtacaity- l , CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED e DILDII l CC )� � J ' l7 p mo'riON TO APPROVE SITE PLAIN PZ 1_7-2016 FRANK&KATHI MILLER;Introduced by Paul TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED s- 'roe alleged difficulty is,of course,self-created. Schonewolf who moved fir its adoption. wow variance would nmwcieh tannrnvan the resnitin•, - - - _ - ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL) z O 6. br addition the Board finds that tire benefit to the applicant from granting the requested According to the draft re' Ill- prepared by Staff with the following: 8. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE MINIMUM LOT SIZE: 2 ACRES < o z - detriment to[he health,safety and welfare of the neighborhood or community; - - - - J 2 O ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE -� w o 2 7. 'the Board also findsthat the variance request undercunsiderationis(Ile mhrimnnrnecessary; 1) Waivers requestedgra'Bted; ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT MINIMUM LOT WIDTH: 150 FEET � o F W o 2. Adherence to the item`outlined in the follow-up letter sent with this resolution. TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE L v a S. 'rhe Board also proposes the fullowing co,ditions: - - a) The limits_ofclearing will constitute a no-cut buffer zone, orange construction fencing shall PROVIDED AFTER EACH RAIN. TAX MAP NUMBER: 289.6-1-35 z 0 �� v- Q z o BASED ON THF,ABOVE FINDINGS.1 MAKE,A MOTION TO APPROVE AREA VARIANCE NO.PZ-0067-2016 Frank&Kathi Miller be installed around-these areas and field verified by Community Development staff; Introduced by Nichact Mecabe,who moved for its adoption,seconded by John Henkel: b} if applicable,the unitary Sewer connection plan must be submitted to the Wastewater o z ~ _ N N N C3 O Duly adopted this 17"'dav ofAumen 2016 by the following vote: Department for its review,approval,permitting and inspection; _ - . _ --- - SETBACKS REQUIRED EXISTING +/ -Q a _��_ J AYES: Mr.Urrico,Mr.Kohl,Nlr.Henkel,Mr.McCabe,Mr.Jackoski c) If curb cuts are beilig added or changed a driveway pemiit is required. A building permit will not be= - - _ - - - - FRONT - 30'-O" 9'-2" ^ O = C }' d- O z Z Noes: Mr.Freer,Mr.u»dentuod issued until the approved driveway permit has been provided to the Planning Office; . CONSTRUCTION R®A D_ ENTRANCE _ v J SHORELIN 0' 0" - >z , > U ® a on g pr perties _ ! E 5 60' 7°' � � � Q c� d) tf application was referred to engineering then Engineering sign-off required prior to signature of 81'-O" b sed ad join in O tY ill Q a �� m � w Zoning Administr for of the approved plans; Paget oF2 NOT TO SCALE SIDE 20'-0" 1' 2" _v X LL_ ¢ Q Page t oF2 C: - D a ill O REAR 301_61, NSA o ,�0 o a E . 518.761,82 201 Fax: 518 745 4437 1 742 Bay Road.Queensbury,NY 128041 www..queensbury.net Phone: 518.761.82201 Fax: 518.745.44371 742 Bay Road.Queensbury,NY 128041 www.queensbury.net , „ > » LY W r-U > ! W Phone ( MAXIMUM BUILDING HEIGHT 28 -0 28 -0 f ( MINIMUM +PERCENT PERMEABLE 75% 54.1% / EXISTING 16" BIRCH MAXIMUM FLOOR AREA RATIO 22% 31.9% _ LANDS ,' , EXISTING 12„ MAPLE LANDS TREE TO REMAIN = WORK IS TO BE AS SHOWN & .33 ACRES NOTED AND IN ACCORDANCE N/F \/ \��`` TREE TO REMAIN NOFF - ACTUAL LOT SIZE: 0ACTUAL FRONTAGE: 73.55 FEET WATERFRONT _ WITH MANUFACTURER'S OF / / NORMA ROAD FRONTAGE: 75.00 FEET _ RECOMMENDATIONS, TRADE JEFFERY �/' E �E GODNICK \� -_-E _--E EXISTING SITE COVERAGE CONDITIONS = RECOMMENDATIONS AND E DJ. HOUSE HEARNS _ _ E __- E ��-- EXISTING 8" CEDAR COMPONENT AREA PERCENTAGE GENERALLY ACCEPTED LOCAL \ _1 / ___e ---E - c, _ _ CONSTRUCTION INDUSTRY / NAIL SEI E - E �E E E '� / TREE TO REMAIN "TOTAL SITE 14,376 SF 100.0% PRACTICES. e --=:-F__ _ / BUILDINGS 2,990 SF 20.8% - E _ E -6-5 `"E - C�� _ It 1 PAVING & WALKS 3,602 SF 25.1% ro - GREEN SPACE 7,784 SF 54.1% E \u .90 � ' C14 SILT FENCE CRUSE STONE DRIVE / 1 \ ;, \\Ri=�-_ _ / O / LANDS P / / \ i \ ��\\\ \\ - _ _ / / / / / LOCATION (TYP.) v / / \ 7--`_�/ e \e I AREA LAWN LAND,S2?�PED // *- / \`\�\\\�\ / _ / - ' // / / J /t, o �p�, _ F' ishe Floor N _ \\ \\\.��\\� _W._.__ TI EA -- - - \ Gtarage = 430.711 SIDE SETBAC \\\`\\\ \\\ / // LAWN/ �T B OV ) i i j \ \\\\ \1�� / ANGLE IRON CONCRET �e AREA \ \ Threshold - 426.12 E 0 LAWN /O// I �� o/�G' J - --I-�- i \ �\/�\ EXISTING .GROUND COVER / I F.F. = 430.63 // e cb�i /J / I i I LAWN % / / / / / / PLANTING ALONG SHORELINE - >1 61, =l y l I / CJ 4>1 r - ,�%� / / •�.� V �w / / 4� �,_,•- TO REMAIN '. - � h / I 2 SJORY WOOD aim/ J / / i/ i I I :J �� / Derr (� / ,/ Ff�'AME HOUSE / LAPIQS�APED / 2 STORY WOOD <v�i / DEC / , I / v i / LAWN K �. C; f / / / , 4, 418.7 m / I I I J i / / , N rn FRAME HOUSE / , I / \ /Finished Floor / ` / Q I / / rA / \ L,L 2N15-St-ac'�C___439.40 /// / R �� Q4 / I I i ct /// I J SILT FENCE LOCATION (TYP.) Q) EXI TNG 16" SH / T E Tq REN \.... ...... ::::::::::.. Threshold = 425.65 / / h -0 �. - / _ ...... `- SID - - _ / i ✓� = / t p PF F:..IT �'l.r._. I P!_�,N REPUTED::::': ..:..... / E jB q', o l = / / / - - - -_ , o I = / I / I H��IF PErZS(?I�1;1[.►`(P,1i A's4;t r h•• r r, r - .............. -- '�' --- __ ATIO ,/ ,, -i_ - - - - ` , = 4 . \.... rri�.CJI,>r,� ,C�. /.'..... _�� - o t „ o FROM THE PROPERTY ^°r" � = .:.... ::..../ --_ - - ,nJ J. :. .a l(� 111 = - :/:-': TO BE -RENO �- \ � h = --.y /-.-----.-. _ / ! / pc GC/ f"r} �t ,Jt G`ft�t rvi r. fi a 61Gr `::..:. : : :•:- ..... CRUSHED SIO.-€:-:DRI./ a ----_ / NAkL SET T �:....1.. .... �....._ -I\f �`.� \ __ , / I / / / -. f u aarulz� THIS AREA TO BE USED I - --_ _ ��..._ . :..--"t..:::.:::::: :, : . .......... / Ict \ LAWN / / / / / / i \/ ; / D��rE1 ;114 AS CONSTRUCTION ENTRANCE EX_ ISTIN 10 ,MAPLE e / r I \ i SHE ! 1 / EXISTING 16 PINE ROAD - SEE DETAIL THIS DRAWING / - " EE::7 REMAIN i,, a ` i I L I l \ / / '! �/ A \ _ _ _ / // \ I 1 ! / C \/ /: / TREE TO REMAIN K E 1 PLAN 1 6.0 � IFe 1 / 0.� LAWN EXISTING 16" MAPLE I \ A2 \ \\ � � � \ / , , / \ \\ \\ t / #tT.;rn'nr3..L �sear ,j 1 �� I \\ �\ /' --� I %14 \\` 1 \\ TREE TO REMAIN \ �, \ / f.x.:=,tP N 81'44'p '• "JT.i^OWT7dLL $ t`q ( x T.L _.GciFFA4 / PROJECT--,.. , \ \ \\\ / / /\\ / \ \ \/\\ \\' \�:\\\\\ \\ \ \\\\_ _,.._- - Qci•==T.'rcraA } _ :`.. 4'.y J ,.,, -/ _ CATION NX \ -\ \_ \\ \ \ \,�.\ \\ \\ i \ `� \/ j / \ / � �\ \\•\\� \�.�\ t \ \ /\ \ \ 3 �� iax 1 \ \ \ \\\ \ \�\.\ \ ` ' ® ,\. \\ \ 'vim ?: \\ / / / \ ' .\ \ \ _ `'-„' - \' \ \ r 1 \R I ,CONCRETE �� \` \ \ \\ \ \ \ �\� _ �^�-f Scuta \ / - SILT FENCE LOCATION TYP. \ \\ \ \\ \ \ \ / a T I ( ) m � \\ \ \\` \ \ \ \ \ / / �\ .\. / \/ \ \�\\ / , � / / �- .a�.x-�:_, +v cer�� u '��-i>•'� Via+.� / ` \ \ \ \ / ,id ��4 o r Road"' ireartr a5•,°,a - ii � Rr;. }-'f� x, p Int \\ \\ 1 EXISTING 10 ELM ' $ tEer \ l \ \ \ \ \ \\ \ \- 't9. -a,Y. -'� ,,- •.r Park I , » \ \ \\ � \\\ \ \ \ \/'\ \ \ / ` / \ -•?r - --'�:.f-::-s2_ ''v's�:d uwti.�^��rar_ xo-yrc=.s.-`-;g•}jya, - EXISTING 16 MAPLE \ \ \ \ \ \ \\\ \\ \ \\ / IRF �" � " .; - �- e TREE TO REMAIN \ \ \ \ \ \ \\ \\ / \ /, \ I \ \\ 4 \ \ \ \ TREE TO REMAIN LANDS \ \ \\\\\ \ ' \ \ \ I L\\ I �Qar,E�fa4e$' ,aat�rMDD,< \ \ \ \�\ I F / \ \ \ \ •'ri .y,.'Ni ri_3y,rfi c.tlfi=.n9Y!4� s�O \ \ \ \ \ \ \ \ \\\ \ \ \V + \ \J� \\ „ _ .,�, �,_-.i „,�,. ( -ta,m v, sapfs dVI,m�IIIIIIIIdYlll,ll,lllill�,i,lll�l.�l llll1llll, ,�.I YI lfl,1111i,'I,IIIIII,IIII,�IIIuIIIIi I,ua II,I,�IIIIIIc�Y�.l 1llll111lll1lly 1 \ \\ y a OF \\\\ \\ \ .\ \\\ \ \\ \\\\ \' \ \\\ .�\/'\\\ \ -EXISTING 18 OAK - &�,:y.--:��:` '" � 1' o c�?sNs.�Dr n j CAD FILE NAME \\�\ \ \ \/ \ \ TREE TO REMAIN y� v gCaar:.. 6` - \ \ MARY \ d to \ ! ,:. ;' ` � ', � � ACAD MILLER C-1 \ '.Yf>J;x Aeiror._=c§.'&:aor SICARD \ \\\ \\ \ \ \\\ \\\\ a .r"` a<:r:_cayy,�, - =SCALE _ \ \ \ \\ d O\ \� T' ter.-., _._._..., J� �i 1" - 10,-Oo, ADJ. HOUSE \' \\ \\\ \ \\ \7\\\\\\\ EXISTING 16 ELM \ \\ \ r \ \ \\ IS AN ORIGINAL SEAL DRAWN BY - TREE TO REMAIN \\\\ THE SEAL BELOW EXISTING 20" MAPLE AND IS IN RED INK. ONLY SEALS IN RED INK TREE TO REMAIN At.L BE,CONSIDERED TRUE ORIGINALS DRAWING TITLE sr. , 289.6-1-35 RC-000051-2017 �'°' " '1 SILT FENCE LOCATION TYP ( ) Miller, Frank & Kathi _ A g TOWN OF QUEENSBURYy [ {I,-;,i ,-., • . ;- , j BUILDING DEPARTMENT 22 Nacy Road " = E�(1 �-I N `'-- Based on our limited examination,compliance SFD W/FP 2$82 s,f. & Garage 562 s.f. ' � " 94 � _ With our comments shall not be construed as r SITE PLAN 1 ' indicating the plans and s ecifications are in .;, .. ��: I CSP full compliance with the Building C��s of _ •� r Smoke detectors are required in bedrooms, I New York State. I - WELL LOCATION adjacent to bedrooms and on each floor 10 1 0 5 10 20 a WELL LOCATION level including cellar or basement. FOR SECARD SUBDIVISION [ r. a 0S"' , LOT #1 AS PROPOSED NOTICEAll smoke detectors carbon monoxide a �/ `� (,-'.)F 5: rayam'` SEPT. 2013 detectors shall be lnterconnnected With DRAWING No. FOAM INSULATION MUST BE battery backup and located on all levels. 13IJILDIING _. ' '�� 3 r q C_ 1 COVERED BY A 15 MINUTE Carbon monoxide detectors are required 1,°y ;V 0wr By; _ V '_ . .� GRAPHIC SCALE outside sleeping areas and on all levels. 1" = 10'-0" THERMAL. I BARRIER Da 3. J 3'-O" MIN. _ GENERAL NOTES SI LT FEN CE N 0-TES: . INFO'MATION SHOWN ON THIS DRAWING IS TAKEN FROM y a 1.25" x 1.25" (2" x 2" NOM. - RUN OF. THE- A SLRVEY DRAWING PREPARED BY VAN DUSEN & STEVES 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TD PROVIDE CRUSHER STONE REVISED TO INCORPORATE 29 AUG 2016 N FOR WIRE MESH BACK ) ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT!CONTAINMENT AREA. \ - EDGE OF BLDG. LE G N® 3 TOWN ENGINEER COMMENTS HARDWOOD POST OR STEEL 2. POSTS MAY BE 1.25 x1.25 (MINIMUM) HARDWOOD, TYPICALLY. FOR .WIRE MESH BACK USE 2x2 NOM. HARDWOOD, FOUNDATION - - v OR STEEL "T" OR SECTION - OR STEEL "T" OR "U" POSTS (11b per if). SILT FENCE SHALL BE WOVEN GEOTEXTILE F{ BRIC(GECTEX 2130 OR - _ y 2 REVISED LAYOUT IN RESPONSE 15 JUNE 2016 EQUAL). s, u:° .. .,o .o • - - - - - = PROPERTY LINE POSTS ) TOPSOIL f<;;:`: :�o:° :o° .o 000eo.o: off. - TO ZONING BOARD REVIEW _ v _ # "'"!� ��' � .� - o o-- O:° : 0.•.0. -0 � _ � :: 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH / //i`i`i\` `i�`i/\`ij`i,_:o.°. o. o.. \i\i�i\/i\i / /\ice o o: ° O. o °° o -- ----.------------- PROPERTY LINE SETBACKS � 1 INCREASED SHORELINE SETBACK 18 MAY 2016 = 4 REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE !/\ \\�/\ \� �\\/�/\/-o:.o�o�o.o.o oho:o:o�o� o ADDED ADJACENT WELL FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. %//%/ //\ \//////\%=o° o. °=o. o. o� o: I REVISED SEPTIC 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6 BELOW GROUN . THE FENCE SHALL BE /�/ //�!x//�/i//\�/<� °--° •6.° : c i� 330 EXISTING CONTOUR = s WOVEN GEQTEXTILE FABRIC FILTER FABRIC ,y �y� � :.°°oe_oo:° oho;o:.°�o�_o: REVISED LOT COVERAGE GEOTEX 2130 OR EQUAL) INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. o .°�•° o < s 2016 { I WIPQ,I�Nlll/\/ a ° °• o oo- o:o° °. o '' 330 NEW "CONTOURS 0 ADDED TOPOGRAPHY 29 MARLn5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A :LOPE ARE: \��\�� -oBACKFILL < �//i�/i�/i o-.° c\i SLOPE MAXIMUM i \\//�'i N o. DESCRIPTION DATE \!\\/\/\\/\ \\/\��\�\ E -E -E --E UNDERGROUND. ELECTRIC SERVICE STEEPNESS LENGTH (ft.) \/i\ y o WOVEN WIRE MESH REN FORCEM EN T - c\ /�\\��\��\��\ : REVISIONS .V�S I O N S w (!F NECESSARY) MIN. 14 GAUGE 2:1 25 <\/i\/i�/i�/i\i\ \r\ \r\r\i\i\ice - 3.1 50 \ ��i`��/\��\moi\\�i�\��i\\�i\� ss -ss -ss -ss SANITARY SEWER N WITH MAX. 6 OPENING / d ,wu dudd 4.1 75 w --w WATER SERVICE _ 3 5:1 OR FLATTER 100 o z3 SILT FENCE ASSEMBLY �` j, 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED ACRE PER 100 FEET OF o LLI N Q ,� E/F' EDGE OF PAVEMENT �✓ a (SEE INSTALLATION NOTES) TOE OF SLOPE FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE �u a� z TYPICAL 7- i �uA w:w w z F Q \\ 7. MEASURES SHALL BFORM OF SHEET OSINSPECTEDDTEVERY SEVEN (7) CHERE IS NO CONCENTRATION ENDAR DAYS, AFTER EACH RAINFALL BARRIER.OF 5OR MORE I YP I C A L EAVE TRENCH DETAIL JcAS-AAs-eAs- "s- UNDERGROUND GAS SERVICE f� pap = z �✓ A: WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL.. MEASURES SHALL BE CLEANED AND REPAIRED NTS ""�4 ��_ o Q z =1 \` FLOW AS REQUIRED. SITE D TA FES W o w Y 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT �f z SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. L., ' u o c TOIf{11 J.. ""�•• p >:t z'_ SYSTEM DESIGN CRITERIA PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL) DIOFt�1C ' b�Fip"sit � Q = LD III; MINIMUM LOT SIZE: 2 ACRES `\ FLOW: ` �' Ll- DESIGN . v RETAIN EXISTING VEGETATION, %jam MINIMUM LOT WIDTH: 150 FEET Q z = IF POSSIBLE °� 3 BEDROOM HOUSE ® 110 GPD/BR = 330 GPD. I _j E Q o UNDISTURBED TAX MAP NUMBER: 289.6-1-35 - _j o � o ASSUMED PERC. RATE OF FILL: _ rn v EXCAVATE TRENCH, BURY SILT FENCE FABRIC- GROUND 1" IN 10 MINUTES MAX. PER SPECIFICATIONS c Q � �t L AND BACKFILL/COMPACT EXCAVATED EARTH SETBACKS REQUIRED PROPOSED _ 0 cw N N c o '=- O 4„ - _ DESIGN APPLICATION RATE: FRONT 30 -0 41 -7 2 _ O Q o F- x W USING A DESIGN RATE OF 1" IN 5 MINUTES, THE APPLICATION RATE IS .95 GPD/SF OF BED SHORELINE 50'-0�' 62'-10" o z © o 2z > 81'-0"SECTION LANDS 81 -0 based on Ing properties 1 � Q z > a z N/F SYSTEM DESIGN: SIDE 20'-0" 16'-4" .2 < ft 4 OF FOR ELJEN IN-DRAIN SEPTIC SYSTEM REQUIRED SF OF ry a SILT FENCE DETAIL REAR 30'-0" N\A _ '= Q a NORMA ABSORPTION BED = 330 GPD/ 95= 348 SF - 15 MODULES REQUIRED MAXIMUM BUILDING HEIGHT 28'-0" 28'-0". 6 o M USE 3 ROWS OF 6 MODULES= 18 MODULES AT LENGTH OF a cr o o a -c d x - NOT TO SCALE MINIMUM PERCENT PERMEABLE 75% 66.7% w >w w HEARNS ABSORPTION BED = (6/ROW X 4'/MODULE)+ 2' PERIMETER SAND= 26' MAXIMUM FLOOR AREA RATIO 22% 23.9% - (SILT FENCE - TEMPORARY) WIDTH OF ABSORPTION BED=348 SF/26' =13.35' /�E NEW ELJEN TREATMENTSPACING: CENTER-TO-CENTER=4.448 ; CENTER-TO-OUTSIDE= 2.224'UNIT SEWAGE DISPOSAL BED � � WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE / NEW SEPTIC TANK ANDCI EFFLUENT PUMP CHAMBER __E PROPOSED SITE COVERAGE CONDITIONSWITH MANUFACTURER'S _--E COMPONENT AREA PERCENTAGERECOMMENDATIONS, TRADE . E -- E ADO. HOUSE PROPOSED EAVE ASSOCIATION PUBLISHED / E E E E __--EMTRENCH (TYP) TOTAL SITE 14,376 SF 100.0% RECOMMENDATIONS AND NAIL SET E - / i GENERALLY ACCEPTED LOCAL BUILDINGS 2,967 SF 20.6%E_ EE PAVING & WALKS 1,822 SF 12.7% CONSTRUCTION INDUSTRY CIRS / _ r GREEN SPACE 9,587 SF 66.7% 2 1 PRACTICES. - __ ,LANDS 26'-0, --L_ _i _--- _ _ / '' `v N/F 241- OF JEFFERY GODNICK �/ \ ° `�"�� £ ``\ i -��. -I�� \LAWN i1 ri �l ! --- .i o co N :T--------7--- -------TT- . / ! ' ' ------ --'_ w ,�j $ "38'46" \ 9 p \_ r / ! 2 IF If `\ 1----- 00,/ -••----R I Tim------- --� ---__ i _ ll-- - _ , - ----- i / 1 • ------------ If --------- , --------1-------i ry !! ! d r! ' --- !_ J , ,• d�\ :::-:..::::''�:::.-.�....-:.-:::.- .�:_..... � - t---� c� / / / � ! r / \/\ , / ANGLE IRON . . r / L---- _f, ........ .. ...:....::....:-..- . 1 / '•r-- ,'�6WN/ I / / I ' \\ SETS J :.. .... / \ r► ,i ! \ / / l I � \ i CK 42 40 O O/ } `-�� BOJ - :::::..i.:.:: / I I I I / ! ! / ! r l j\`/ \EXI ��G �ItERY CONC. Iy IL /%j :. .. '�-- �.___ _� I _ I 1 ' ! I.\ \\`\/��\F MJTAR�OF PROPERTY , // / C.� ' , _ K /'' !/�•�� _ ! - ___I r i / i % it !! \\\ \\\`T�h BE' EPLA�ITED ALONG ' / COVER ' # / ' £ i i i I / 1 1 i 11 ! / FACES /OF EXISTING STONE / . EXISTING GROUND 0 ER p / / r I I r , / ! PLANTING ALONG SHORELINE Q.� c ! ct /...,....-... / , / I ! r 1LAWN/ II , , I` 1 , / / ETAIt�ING WALLS. ! TO REMAIN.' ,,� /i m �' I i �/ ,! VATIO ELE A NI i 1 / / h, ,lTO MATCH I �il, p7y Gr I /I ! , , ! / DOC > .. / /� /�! `�\ / ' ,' cv .- /,� ! / ,--�\ �,� `.. / 1 1 ' ! PATIO SLE .� 1�! 7 1 1 % I > K III, Af�tk cq Q l i !'" t l I ! r , I I I i i i i 1 376.0/S . Peet0 to / / vm(::� " RUS cv cv = co ' r i I \ ! _ FIN. FL. EL. w 1 I 1 I A ! CJ HE6 >c_ d , DECK !! I I I , I 1 I / 0.3 Acr s SrSTG E'D E %� 1, i i �� \ I O 427.73' W\PATIO � / � � � ,•` .-� RIV ' � JI l I \�� -' I O / __-1 BELOW / r , ! 1 ,!� 1,; _ I ' I / J ! / ETA TED SW , I i' ' i i i -�20'_p ` A� ® -- c�o I I 1 i �i i r ' 1 I i I i i ! ! '� I r !�M mac" �• � a ,._ \ , / r I / / r,\i11T PLO j F'! A 1 / ! ! �Ef?AGE EP A `---__ _ c3o I - i A -- r / � .�� -- - _ \ °! I �-- 1 11-- - / I 1 \ �. l //' � � � v )� Ft t'r t��DISTA ' dow4i ,/ � 1 .J I {'1C��a1�iZCU THE - - / I I ai o moanuiiu lou„ii ry % \ \\� '' \ I(C7� \\ I _ \ \ \ r i -!- 1 ��- /r / / I I ! / ,�/ �! = Ir!}ar 'L�' ',G; r'L C 1-Y t_Br t Jp C ��/ � .- .... ......... ._Y-'� - I _ �j 1 \ / r / / I 1 1 I S rte- t 4 -s�C;C//r.7 QI-i J \' _ 1 4 4 / ;AWN / O - -_ �. ............ \ / ;\/ / ! , 1 \ \ / N EL SE r T .. .... Y -..__ _._......... -.\" 1:..\._...'.'.'._..:........ . I r l / ................ CIRF I' 425 `-_ _ ".......:':':::.:.......::_... :J-:-:-:- .t.::':.:.'. ........ _ \ \ \ 1 I 1 1 �1 1I / / ! 1/ /! \/ !OPOSIED l /{ / �� a TU F<c ct / ____ . . V.1........ L.._.:... I.. -. _ i ► I , i r 1 1 r i i ! \ ,WELL LOCATION ! r 10 1 LAW - I 1 �r r / \ ! \\�� i i i \ 1 \ N :\ ! i \\ i i - - i 1 -_ �__- _ i LAWN 1 1! ! r r r i 11 1 1 ' \\ \\, ! / / \ I \ /\ 1 N I _ 1 1 ! / \ r 1 1 \\ \\ ! �t \ - ' LI OF 10 WELL �' i ' \ �' i ! `\\ ! ( \ ! \\\ \\ ! \ \\\ �\ \O. \\\\� \ \ \�. 214.57' /T 1' ' / !� ! / \ \\r\\' \\ t '\..\\�� 1 \ \\ I \\� \ N SEPARATI N \ - \yl t \, / \ / CN PROPOSED EAVE \ \ / ! \ \ \\ \\ \ \\ TRENCH TYP \ �' \ t\t�t 1 ► I 1 ' \/ \!/ \�` i \\ \ \\\\ \ \ \ \\\ ` \\ `! / ,! /! , r i I i 1 1 I F / \R'`I�(\CONCRETE \\STORMWATER CALCULATIONS (FOR NEW IMPERVIOUS AREAS !� \ , , / / �2, 1 I t I 1 �{ / /. \F\\ , S:TORMWATER CALCULATIONS ARE PROVIDED FOR NEW IMPERVIOUS AREAS \\\ \\ \ \cv\ i I r i 1\;/, r , r 1 / , AS FOLLOWS; \• \\ \\ cv O I / , NEW BUILDING AREA = 2,697 GSF \ \ \ \ ` c� °' ' \ \I` I I / I I / 1 ► \r r ( .CIRF \ \ , \ \ \ �I \ \l I r 1 \\ / \ / \\ \ \ \ � ! / I I ! r _ LANDS. \ � \\ d- ., ,+\ \\ I / I I \ \ IPF ' / . \\\� / NEW DRIVEWAY & WALK AREA - 896 GSF \ \ \a- ,n ! I / I r r \4 I\ ' ! \. / \\ i TOTAL NEW IMPERVIOUS .AREA - 3 593 GSF CALCULATED AT 1.5 GAL SF 0 \ � I \ � \\ � ' \ MARY , \ \ \\\�\�1 \,\,,�\I\\ \!\\,�, \ 1u,a iu ounu,uuom un nm i uii,oi iro,ii n u,n i,iimim,N ii 1111W11,1111 a _1 FOR STORM WATER - 5,'390 GAL OF STORM WATER CAPACITY TO BE PROVIDED. \ "\\ \\ \, \a \ \ \ I \l \ \!\ \\ \\ CAD FILE NAMEAA SICARD \� \\ \, \ \ \ \. Q\\ \\ ACAD\MILLER\C-1 STORMWATER FROM NEW IMPERVIOUS SURFACES WILL BE COLLECTED IN EAVE TRENCHES `\ \� \\\ \ \\\\ \�\\ ` \ \\\� \ ' \ \ SCALE ADJ. HO \ \, \ \\ \\\. \ \ \\ \\•,� Al AS DETAILED ON THIS DOAWING TOTAL VOLUME OF EAVE TRENCHES AS DETAILED IS \ \ \ \ \ , 1" = 10'-0" II loo CALCULATED AT 560 SF' OF TRENCH AT 3 FOOT DEPTH = 1,680 CF OF CAPACITY TOTAL. \\\\\ USE 35% AS STORMWATER VOLUME IN STONE FILLED TRENCH = 588 CF OF STORMWATER / \ \ \\ THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY \� AND IS IN RED INK. ONLY SEALS IN RED INK CAPACITY IN EAVE TRENCH OR 4,398 GALLONS OF CAPACITY IN EAVE TRENCH. \\\ SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE PROPOSED ADDITIONALLY THERE WILL BE A VEGETATED SWALE ALONG THE EDGE OF THE NEW WELL LOCATION CRUSHED STONE DRIVEWAY TO COLLECT THE STORMWATER RUNOFF FROM THIS AREA : .. PROPOSED FOR SECARD SUBDIVISION THE AVERAGE DEPTH OF, THE SWALE IS TO BE 10 INCHES AND THE TOTAL AREA OF * Z s . THE SWALE IS 194 SF WHICH YEILDS A VOLUME OF 162 CUBIC FEET OF VOLUME OR ° ' � SITE PLAN LOT #1 AS PROPOSED �a ..��;��; ��,� 1,212 GALLONS OF CAPACITY FOR THE SWALE. 8c SEPTIC SEPT. 2013 COMBINED THESE TWO VOLUMES PROVIDE A TOTAL OF 5,610 GALLONS WHICH IS ADEQUATE t" ' TO CONTAIN THE 5,390 GALLONS OF STORMWATER PRODUCED BY THE NEW HARD SURFACES. 10 0 5 10 20 "' •: ,,;4 :, DESIGN NOTES ADDITIONALLY THE AMOUNT OF IMPERVIOUS AREA ON THE TOTAL LOT IS BEING INCREASED'' FROM 7,784 SF CURRENTLY TO 9,587 SF PROPOSED AND THERE ARE CURRENTLY NO ISSUES ( WITH STORMWATER MANAGEMENT ON THE PROPERTY. DRAWING No. GRAPHIC SCALE '- 1" = 10'-0" C- 2 I JLT Building Services, LLC 700 Indian Road Fort Plain, NY 13339 518-925-7718 jltbuildingservices@gmail.com Blower Door Test Results Report Test Date: February 21, 2018 Client Name: David Howard Client Address: 500 Luzerne Rd. Queensbury, NY 12804 Test Site Address: 22 Nacy Road Queensbury, NY Test Data Area Tested [cuft]: 30,074 cult Infiltration Rate Results [CFM@50pa]: 1,418 cfm50 ACH50#as tested at 50 Pascal: 2.83 ACH *2015 Code N1102.4.1.2 requires<_3ach Based on our test results your building................................... PASSED Air Infiltration in accordance with 2015 IECC Residential Code Provisions section R402.4.1.2 I certify the above information as performed in accordance with IECC 2015,ANSI&ASTM protocols,and BPI standards using up to date calibrated Retrotec equipment models#5101 and#DM32 as required. Thank You for choosing JLT Building Services LLC. Jim Telfer BPI ID #5058106 RUCs KI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Poter Hall 134 Dim Avenue Gens Falis NY 12801 Voice 518 741-0268 Fax 518 741-0274 Email aphali@nycap.mcorn Transmittal To: Charlie Dyer& Bruce Frank—Town of Queensbury Building &Zoning Departments From: Ethan Hall Date: 2 March, 2016 Re: Miller—22 Nacy Road Attached are the as-built sewage disposal plans. We have observed the installation of the sewage disposal system including the septic tank, effluent pump station and Ujin mats prior to backfill. All items appear to have been installed in accordance with the design drawings and are acceptable to this office. This office performed a site visit on 18 Dec-amber 2017 to review the site for conformance with the design plans. It appears that all grading and stabilization materials have been installed in accordance with the approved plans. The final landscaping will be completed in the spring of 2018 once the planting will withstand the weather conditions. Final grading of the driveway will take place in the spring of 2018 as well. All other work is acceptable to this office. I believe that addresses everything, let me know if there are any additional comments. reD \\RRA-FS\acad\Mi11er-Glen LakeTaperworkUransmittal-2 Mar 2018.doc LANDS N/F OF O� NORMA M HEARNS / .K ADJ.HOUSE NAIL SET I RS 0 g /��° 30/reg• S 82038 '46" 2 3 46" E ti 7 /6 �ii` 9s.o k o Q } O O 1 S.7vt d> 202-90, f 41.4 0 SEPTIC COVERS PROPANE y, Gti�ry 24)9 /b� "✓r�L,K ICOVERE T 2 I STORY v 1, WOOD FRAME o HOUSE � COVEREDXC I p ClRP o.s 11.016fr ed) ��C�nbf DecK v 62 47) I � 215 �r \.Ku_®� ,, 6i.s I 7 QYy'UYJ / WELL -�. IN 814_211 W Y I / I fRF �¢Vl Sta�rS IPF • LANDS N/F OF MARY SICARD ADJ.rlousE 67.I FINAL SURVEY "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY - MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A Map of a Survey made for VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW." "ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS _ SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES." "CERTIFICATIONS INDICATED HEREON SIGNIFY THAT Frank H. & K a t h i J. Miller THIS SURVEY WAS PREPARED IN ACCORDANCE`MRH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED - BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL _ LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL - TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND 2 02/0 / 6CJ _ �� AGENCY AND LENDING INSTITUITION LISTED.HEREON,AND Town of Queensbury, Warren County, New York TO THE ASSIGNEES OF THE LENDING INSTITUTION." 1 1/12/11 5 N0. DATE 289.6-1-35 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall L� 134 Dix Avenue Glens Falls NY 12801 Voice 518 741-0268 Fax 518 741-0274 Email ephall@nycap.rr.com Transmittal To: Charlie Dyer& Bruce Frank—Town of Queensbury Building & Zoning Departments From: Ethan Hall Date: 2 March, 2018 Re: Miller—22 Nacy Road Attached are the as-built sewage disposal plans. We have observed the installation of the sewage disposal system including the septic tank, effluent pump station and Eljin mats prior to backfill. All items appear to have been installed in accordance with the design drawings and are acceptable to this office. This office performed a site visit on 18 December 2017 to review the site for conformance with the design plans. It appears that all grading and stabilization materials have been installed in accordance with the approved plans. The final landscaping will be completed in the spring of 2018 once the planting will withstand the weather conditions. Final grading of the driveway will take place in the spring of 2018 as well. All other work is acceptable to this office. I believe that addresses everything, let me know if there are any additional comments. { Cl - € rax e I � + _t �� li LIAR 10 2018 �� 704 �`��'g��a-=_ _--�=--.__.�' - 1�fir- ,T \\RHA-FS\acad\Miller-Glen LakeTaperwork\Transmittal-2 Mar 2018.doc u a V J .7 GENERAL NOTES MIN. _ " 4 SEPTIC AS-BUILT 18 DEC 2011 = 3—o SILT FENCE NOTES: INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM 3 REVISED TO INCORPORATE 29 AUG 2016 RUN OF THE A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES TOWN ENGINEER COMMENTS V 1.25" x 1.25" (2" x 2" NOM. 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE CRUSHER STONE 2 REVISED LAYOUT IN RESPONSE 15 JUNE 2016 FOR WIRE MESH BACK ) ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. TO ZONING BOARD REVIEW HARDWOOD POST OR STEEL 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, - EDGE OF BLDG. LEGEND FOUNDATION 1 INCREASED SHORELINE SETBACK 18 MAY 2016 OR STEEL "T" OR "U" POSTS 11b per If . SILT FENCE SHALL BE WOVEN GEOTEX11LE FABRIC GEOTEX 2130 OR ;: : ;: ::K:,.:. _ PROPERTY UNE ADDED ADJACENT WELL OR STEEL "T" OR SECTION p REVISED SEPTIC EQUAL). TOPSOIL ` -:...L :; t:: == f'; _; _: o:o� o ..o: ° —-- - - -- POSTS 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH Po°°o. _ o.• o. REVISED LOT COVERAGE REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE :o°=° o:-a� o. �_ _ ---------------------- PROPERTY UNE SETBACKS ° °o :o P ° o=-o.q.°- 0 ADDED TOPOGRAPHY 29 MAR 2016 J_ o..o- O o o .c FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. =.o:o-:o.,.P:-o-..o.:a.o:,-:o. 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE o°;.o= °o°:o.o: o°;:c i� ----------330---------- EXISTING CONTOURS No. DESCRIPTION DATE ^. FILTER FABRIC o o.o , o o v WOVEN GEOTEXTILE FABRIC v INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. o:o-o.a:P..o�oe:o.o:;- GEOTEX 2130 (OR EQUAL) _ 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: °oo°o=°=°Oo.°:oo o°o-° 330 NEW CONTOURS REVISIONS BACKFILL o..°-4:o : o- o c SLOPE MAXIMUM Jo WOVEN WIRE MESH RENFORCEMENT STEEPNESS LENGTH (ftp) —E E E -E UNDERGROUND ELECTRIC SERVICE (IF NECESSARY) MIN. 14 GAUGE 2.1 25 —ss ss ss ss SANITARY SEWER W N } �' WITH MAX. 6" OPENING 3:1 50 � a � 75 5:1 OR 1 FLATTER 100 _w v —v v WATER SERVICE F a SILT FENCE ASSEMBLY /� 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED ACRE PER 100 FEET OF Z) y Z a (SEE INSTALLATION NOTES) �` TOE OF SLOPE FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE E/E'' EDGE OF PAVEMENT () FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. —cws �►s �s cws— UNDERGROUND GAS SERVICE �— o Q Z n C - 7. MEASURES SHAD_ BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5 OR MORE TYPICAL EAVE TRENCH DETAIL — w W o az WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED NTS = r o (I AS REQUIRED. a N } FLOW 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT SITE DATA o c SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL Q 3 Z o �,: SYSTEM DESIGN CRITERIA MINIMUM LOT SIZE: 2LAACRESATION: WR (WATERFRONT RESIDENTIAL) J o w o o w DESIGN FLOW: m v 1 o a RETAIN EXISTING VEGETATION, 00 3 BEDROOM HOUSE ® 110 GPD/BR = 330 GPD. _ .v o co� o Z = o MINIMUM LOT WIDTH: 150 FEET c TAX MAP NUMBER: 289.6-1-35 N 000 w `� IF POSSIBLE ASSUMED PERC. RATE OF FILL- I o 00 N N o A � UNDISTURBED GROUND 1 IN 10 MINUTES MAX. PER SPECIFICATIONS SETBACKS REQUIRED PROPOSED �- 6 a Z } EXCAVATE TRENCH, BURY SILT FENCE FABRIC ., " � _ AND BACKFlLL/COMPACT EXCAVATED EARTH FRONT 30'-0" 41'-7" ' 'N _� ¢ ' Q 4 DESIGN APPLICATION RATE: SHORELINE 50'-0" 62'-10" Z w ri X 1� Z16 F) "a' cn a W USING A DESIGN RATE OF 1" IN 5 MINUTES, THE APPLICATION RATE IS .95 GPD/SF OF BED 81 -0„ based on ing properties V o 0 0 °, o SECTION LANDS N/F SYSTEM DESIGN: SIDE 20'-Om 16'-4 = c t C 5 x E OF FOR ELJEN IN-DRAIN SEPTIC SYSTEM REQUIRED SF OF 11'-0" Q°w 5 >°Li-w SILT FENCE DETAIL NEW 1,000 GALLON NORMA ABSORPTION BED = 330 GPD/.95= 348 SF - 15 MODULES REQUIRED REAR 30'_Op N\A" USE 3 ROWS OF 6 MODULES= 18 MODULES AT LENGTH OF MAXIMUM BUILDING HEIGHT 28 0 28 -0 MINIMUM PERCENT PERMEABLE 75:6 66.79 Q WORK IS TO BE AS SHOWN & NOT TO SCALE SEPTIC TANK HEARNS ABSORPTION BED = (6/ROW X 4'/MODULE)+ 2' PERIMETER SAND= 26' MAXIMUM FLOOR AREA RATIO 229 23.99 (SILT FENCE - TEMPORARY) WIDTH OF ABSORP11ON BED=348 SF/26' =13.35' NOTED AND IN ACCORDANCE NEW ELJEN TREATMENT SPACING: CENTER-TO-CENTER=4.448'; CENTER-TO-OUTSIDE= 2.224' WITH MANUFACTURER'S / UNIT SEWAGE DISPOSAL BED RECOMMENDATIONS, TRADE NEW 1,000 CRAM PROPOSED SITE COVERAGE CONDITIONS RECOMASSOCMATION ENDATIONS DA TONS AND UBLISHED EFFLUENT PUMP CHAMBER �E _�-E --E 'E COMPONENT GENERALLY ACCEPTED LOCAL �E �E �E ADJ. HOUSE PROPOSED EAVE S 8@EA PERCENTAGE Q ,' E TRENCH (TYP) PRACTICES.TION INDUSTRY .E --; O TOTAL SITE 14,376 SF 100.09 NAIL SET E ---E E ' BUILDINGS 2,967 SF 20.69 A> _-e �.=E_'E 7 PAVING & WALKS 1,822 SF 12.79 E —E _ x -E _ �_CIRS _ �! NEW D-BOX o' GREEN SPACE 99587 SF 66.79 LANDS / `LfO/ / 26'-0 OF JEFFERY / \ ��1 �f \ LAWN �` % %/ ?'_-- �`___ ry O / / �/' \ O / N / / , ► / n/ '� 82 38'46" v v h i _ry_ \0,2 90' IF l '9 A f IF IF llu / , , —--7L \ +� - -- L_ V, f I %V / , -- ; ""---;.Aci•� 1 / � � -----:.... ..-- . , i fir__/1-A Ni / i i / \ 1 / i ANGLE IRON 42 7- . ... ...... . ............. ...... ............... `\� ,�^� , Gj�i 1 ► 3� �.. ^�.� iii -..... - -.-.;,: :�.'..-.. ____ ,._.,• �--./- ..:.;�: _ � , � � f ,� � � / • � -- / 00 RY �.r � ACK / ► i 1r / / / / / 1 \ / / N <...-::::.-:...:.. ___ / � / 11 A PROPERTY _ f -- / / / ; II / f\ EPLA TED ALONE / - WI / EXISTING GROUND COVER / / '�'" / !• : `�:' i / I I i i i li / FACES /OF E STING STOVE / �i �cf :E::.�....... , / 1 I I , ► I LAWN/ I PLANTING ALONG SHORELINE QJ , J , I ! I ETAI LNG VIIALLS. -� h -� N�� / � / i_'-�� `` / i ► ) 1 / I�AT10 ELE A N r ► 11 / f / ,� / � TO REMAIN ,?0 MATCH Ib' G / / / , , , / p •�--� PATIO V1 L.E .' {fid i i i I AREAIF cy "o� / i / i < < v u = _- 1 �l f 1 1 1 ► / I 1 376.Q��S Feet / CO _ ��' l j <C/ / 1 I 1 j 1 / I / q ST -____ tn�oa' � �� _: - \ FIN. FL EL. = DECK , . ► / i i i ► r i I 0.3,,'S Acr0s / I x DRIVE d J / ! 1 `� 1 O 427.73 - W\PAT10 0 ] BELOW3 id r ► 2, � , / 1 /� / f f i ; � / r�.� ' ETgTFO ! ,' / ! I t 20•_ , Q r / ct SW LE ' i i i 0 SI -- ° ` i / i I i I i i �AWN// / i / O� Z / /AYERAG / E / ` --- ° 0 / a I I 1 1 , 1 , % / / EP7H10 •� / ` ` . / Imo_/ ► 1 / 3 / / \ u :/. `. :.' .'. __ 1 _ 1r/j0 ► / 1 / f L / / 1 1 1 / OHO N SET _ LAWN / - :� .'.:'.. : :::7:. . -:::: I . 1 1 / / / / ! �/ v ................ ........... a. M / ----___ .. ► CIRF / 425.......E ` _ ..../. .. .... L.-.. I 1 iii ► ► 1 / i / OPO*D :..t......: :..........t.:: ..-.... , I �, r , r r WELL LOCATION \\ 1 / / 0+ 04 C%j / f / / LAW - 1 I / r l ! ! l r ► ► , r / / 1 / rn / / / - i `� N i / LAWN04 or / / / ! r ► , ► / / / , 1 , , I IF �\ U*ARATI OF 10 WELL i .�' �`� 214 \� N SN �.�i r ► , / , , \ ` \ d PROPOSED EAVE \\\ TRENCH (TYP) ALCULATIONS (FOR NEW IMPERVIOUS AREAAN \ / / / 1 / �NCRETE R CALCULATIONS ARE PROVIDED FOR NEW IMPERVIOUS AREAS AS FOLLOWS; - \ Of NEW BUILDING AREA - 2,697 GSF \ °' I ' i f i i �/ ! 1 I I /' .CIRF / LAND \ \ I / / / I r r \ F / m NEW DRIVEWAY & WALK AREA - 896 GSF �\ N, F AL SF OF \ \ o i :.. .. 3 GSF CALCULATED AT 1.5 TOTAL NEW IMPERVIOUS 5 390 GAL 3OF9 STORM WATER CAPACITY TO BE PROVIDED. MARY \ \ \ \ ' �K FOR STORMTE � I \ ' SICARD � \ \ CAD FILE NAME STORMWATER FROM NEW IMPERVIOUS SURFACES WILL BE COLLECTED IN EAVE TRENCHES ADI. HO \ \ \ ACAD\MILLER\C-1 1 AS DETAILED ON THIS DRAWING - TOTAL VOLUME OF EAVE TRENCHES AS DETAILED IS \ \ SCALE _ " CALCULATED AT 560 SF OF TRENCH AT 3 FOOT DEPTH = 1,680 CF OF CAPACITY TOTAL \ 1 - 10-0 USE 359 AS STORMWATER VOLUME IN STONE FILLED TRENCH = 588 CF OF STORMWATERA \ THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY CAPACITY IN EAVE TRENCH OR 4,398 GALLONS OF CAPACITY IN EAVE TRENCH. \ , AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS PROPOSED ADDITIONALLY THERE WILL BE A VEGETATED SWALE ALONG THE EDGE OF THE NEW DRAWING TITLE WELL LOCATION THE CRUSHED AVERADEPTH OF THEOSWALE ICT THE S TO BE 10 STORMWATER NCHES AND THE NOTA AOM IREAREA OF PROPOSED FOR SECARD SUBDIVISION THE SWALE IS 194 SF WHICH YEILDS A VOLUME OF 162 CUBIC FEET OF VOLUME OR tr, LOT #1 AS PROPOSEDr SITE PLAN SEPT. 2013 1,212 GALLONS OF CAPACITY FOR THE SWALE. �' COMBINED THESE TWO VOLUMES PROVIDE A TOTAL OF 5,610 GALLONS WHICH IS ADEQUATE �� . & SEPTIC TO CONTAIN THE 5,390 GALLONS OF STORMWATER PRODUCED BY THE NEW HARD SURFACES. 10 0 5 10 20 DESIGN NOTES ADDITIONALLY THE AMOUNT OF IMPERVIOUS AREA ON THE TOTAL LOT IS BEING INCREASED b �, ,� FROM 7,784 SF CURRENTLY TO 9,587 SF PROPOSED AND THERE ARE CURRENTLY NO ISSUES � � .. DRAWING No. WITH STORMWATER MANAGEMENT ON THE PROPERTY. �'Ira GRAPHIC SCALE � :.s�:Z ;�. L.� JB3 Consulting Joseph Biss III 553 State Route 149 -Suite B Lake George, New York 1.280-3b 11) Phone(518) 7.61-9 . JBISS3@AG,L. w,, NYSDOH Lab ID# 11637 Client: David Howard 500 Luzerne k Queensbury.NY 1 Phone: (518) 361-0714 E-mail: howard35-2000@yahoo.com Results: Kitchen Sink-22 NRoad- ensbury,NY 12804 Sample Dat abase Date Date/? me Analysis Method ResulEt Number i Collection Received Analysis 180125B01 01/25/18 01/25/18 01/25/18 Total sM 9222B <1 CFU/100 �<i C7, 1:00 P 2:30 P Coliform 2WS ml mi The results relate only to the sample(s) as received by the laboratory.'The sample receiietti,A analyzed in compliance with NYSDOH and NELAP approved methods and within their'ak4R holding times. The result(s)is (are)equal to or lower than the State's limits therethrc meets the requirements for NYSDOH Part 5 Drinking Water Regulations. JB3 Consulting's liability for any work performed is limited to the amount billed to the customer leading to the claim of the custY_ , 64-e Joh Bi III An yst/Director Friday,January 26, 2fll 8 This is an original Certificate of Analysis;do-*ot tom This is page 1 of 1 ?-C-(45\ EC [ BYE FEB 2 8 20% 1 ] TOWNBUILDING&CODES Y BUILDING f lu9ain Office Wappingers Office Vestal Office F fAPP0L 086o Burdach atraet 95 Airport Di —Suite '1 414 Con�enerce Road OW—ROW-RH EAT I NG Schenectady,. t-JY 12306, Wappingers Fails, NY 12590 Vestal, 1"N 13851 Degrees Above The (test,.5'/r,l& 196,;i Tel. (518)355.0433 Tel. (845)223-5571 Tei. (607)729-5847 vvww.appoloheatmg.com Fax. (518)355-3174 Fax. (845)452-1605 Fax. (607)797-7520 PETE DAVIS 2-28-18 844 DEAN ROAD HUDSON FALLS,NY 12839 JOB ADDRESS:22 NACY RD,QUEENSBURY THIS LETTER IS BEING UPDATED FROM THE ORIGINAL LETTER DATED ON 2-22-18.WE WENT BACK ON 2-27-18 TO THE JOB ADDRESS LISTED TO REPLACE THE ORIFICE WITH THE CORRECT ONE KIT#18442.SEE LETTER ATTACHED FROM EMPIRE COMFORT SYSTEMS. SINCERELY, DONALD BIKOWICZ VICE PRESIDENT OF NEW CONSTRUCTION L fl ~ � + i FEB 2 8 2018 r++. EMP"IRE SINCE 1932 February 26, 2018 APPOLO HE, INC. 868 Burdeck Street Schenectady,NY 12306 To Wham It May Concern: This letter is to confirm that the natural to LP-gas conversion kit number was listed incorrectly on our price list page for the model DVCD36FP30N. Therefore, a part number 18822 conversion kit was ordered and shipped in error. The correct conversion kit(18442) is listed in the installation instruction manual for the unit. The only difference in the kits is the size of the orifices. CoiTect sized orifices have been forwarded to correct this issue. Sincerely yours, EMPI " ' MFOAT SYSTEMS, INC. ,r Kei eth J lding Vice President—Deli�ery Support Services KJB:crb D cc: Karas FEB 2 8 2018 l✓`..d i43Vd tf ii�� !r Empire Comfort Systems Inc. ° 918 Freeburg Avenue °Belleville, Illinois 62220-2623 618 233-7420 °800 851-3153 °Fax:618 233-7097 ° 800 443-8648 A P P 0 L Main Office Wappingers Office Vestal Office 0868 Burdeck Street 95 Airport Drive —Suite 1 414 Commerce Road H E . A T I N G Schenectady, NY 12306 Wappingers Falls, NY 12590 Vestal, NY 13851 Degrees Above The (test,g1,41'f /9.,8! Tel. (516)355-0433 Tel. (845)223-5571 Tel (607)729-58.47 mviv.appoloheating_com Fax. (518)355-3174 Fax. (845)452-1606 Fax (607)797-7520 PETE DAVIS 2.22-18 844 DEAN ROAD HUDSON FALLS,NY 12839 JOB ADDRESS:22 NACY RD,QUEENSBURY THIS LETTER IS TO INFORM ALL PARTIES THAT THE GAS FIREPLACE AT THE ABOVE LOCATION WAS CONVERTED TO L.P.GAS ON 2-17-18. MODEL EMPIRE DVCD36FP30N WITH L.P.KIT#18822 SINCERELY, f sY DONALD BIKOWICZ VICE PRESIDENT OF NEW CONSTRUCTION FEB 23 2018 TOVVN OF OUPE !SSURY COMMUNI"U L? lSrv� T { y 3 a