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RC-0300-2023 s ,- -', PRINCIPLE STRUCTURE Office Use Only � � _ 2� {. - �� PERMIT APPLICATI ON Permit#: , Permit Fee:$ bb�,9 5 Town of Queensbury 742 Bay Road, Queensbury, NY 12804 *Rec Fee:$ ,mo — P: 518-761-8256 www.queensbury.net Invoice it (22-0Lk Flood Zone? Y Reviewed By:eiV4) Project Location: 3 LI 3eA1A-11150; k\t4__ CIA Tax Map #: D7ri. Icl- I- Subdivision Name: *TOWN BD.RESOLUTION 385-2020:$1000 recreation fee for new dwelling units:s.ingle•-farnily,--duplexes/two-family, multiple family, apartments, condominiums,townhouses, and/ r anyf cCur?ed �^ri o`d It jr h�' rises, but not mobile homes.This is in addition to the permit fee(s). PROJECT INFORMATION: JUN 02 `_, TOWN OF OUEE SBUNY Residential Commercial, ProposedlUse: BUILDlN o`Cop, S --- ,( Single-Family: Two-Family Multi-Family(#of units: ) 1. -)( Custom 2. _Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) Townhouse I Garage (#of cars ) Business Office Retail Hotel/Motel Industrial Heated Warehouse/Storage Building Unheated Warehouse/Storage Building Amusement Ride Other(describe: ) MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1ST floor: I-!51 1ST floor: 136- 2nd floor: 2"d floor: D , 3'floor: ( io Total square feet: L(5 i Basement(habitable space): Total square feet: i335 liple Structure Packet Revised March 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ 374,, 2. Proposed use of the building: 6;cis_ *ELAM l/ 1- 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: Gas Oil )(_ Propane Solar Other: (Fireplaces need a separate Fuel Burning Appliances&Chimney Application, one perappliance) 5. Are there any structures not shown on the plot plan? YES NO Explain, if yes: 6. Are there any easements on the property? YES '1 NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? , .53 f Li(e X b. Is this a corner lot? YES ( NO c. Will the grade be changed as a result of the construction? YES NO d. What is the water source? PUBLIC PRIVATE )( WELL e. What type of wastewater system is on the parcel? SEWER )( PRIVATE SEPTIC DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and 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 NYS licensed land surveyor of all newly constructed facilities prior to issuance of certificate of occupancy. I have read and agree to the above: PRINT NAME: DCtV;C.d IMpA5r)ii SIGNATURE: DATE: 51,2 Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): IF4,4-/ixo w S li t Mailing Address, C/S/Z: 11 I. )Broke „ r( ( i.A2¢I J 1 '7Y Cell Phone: ( ) Lfhi-I7)') Land Line: ( ) Email: • e_ C tCY J 1 cow\ • Primary Owner(s): Name(s): ‘nki_ci)S otkil � Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Contact Name(s): 'LilcoIieA Lc (-i CJA.' Mailing Address, C/S/Z: i/AerAmu i (x ee,iAfwu (i`1 .1r y Cell Phone: ( 6)i5 ) 3 p-hcb'( Land Line: ( ) Email: Contact Person for Compliance in regards to this project: Noe_ Ailcybruiz Cell Phone: ( r"i�� ) 'Ib)- n Land Line: ( ) Email: r)f1_2L Cal_ Cn0 c_F� Cr,v" Principle Structure Packet Revised March 2022 Office Use Only i 0 Permit#: --D ::YZ - C.)Zb Town ofQuecnsbury Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Invoice#: Flood Zone? Y N Reviewed By: SEPTIC DISPOSAL PERMIT APPLICATION Project Location: 3c( 3e".I,6,(1,%2 t st Tax Map#: Yri. 19—i— a.D,. RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes N 1980 or older 150 Installed? (circle one) 1981-1991 130 Spa or Hot Tub Yes CID Installed? (circle one) 1992-Present 110 3 )10 330 PARCEL INFORMATION: Topography ',/ Flat Rolling Steep Slope %Slope Soil Nature .1( Sand Loam Clay Other, explain: Groundwater At what depth? 0,2_ lam; k-Ae...56a Bedrock/Impervious At what depth? Aovke__ material Domestic Water Supply " _Municipal ' Well _Lake (if well or lake, water supply from any septic system absorption is l?.0 ft.) Percolation Test Rate: 14.3 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size '(, t gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length 1 50 ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size • #of tanks NOTES: 1. Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency; 2. We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. 3. As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans. Principle Structure Packet Revised March 2022 1 ,` CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): Ma,1eA F„ec try pAG" (c196‘44(1_) Contractor Trade: E2_ect o _knrr Mailing Address, C/S/Z: ,A0,0 14MLlcA AL/ Cell Phone:_( ) Land Line: _( 6l b) 7i-17-R3'71 Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): (,0CaXJ1 L o (kit/ Mailing Address, C/S/Z: 2C7 Eke r1j t _' ()5t . Outeo(ba? (11 /it( Cell Phone:_( ) 33R- Land Line: _( ) Email: Contact Person for Compliance in regards to this project: Doty abet Cell Phone: ( ) Land Line: ( ) Email: Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: ('( AlbatakeLY SIGNATURE: DATE: 5/ h b_'j Principle Structure Packet Revised March 2022 -Town of Queensbury David Duell ` Highway Superintendent Highway 518-761-8212 Department Mark De Mers 742 Bay Road—Queensbury, NY a 12801 Deputy Highway Superintendent Phone: (518) 761-8211 518-761-8210 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: bleb)a3 APPLICANT NAME: •1/14')0AoLlc 5tS TELEPHONE NO.: 51a r'-(b I- I71) ADDRESS TO INSPECT: eevi c‘Ag Y\\2- cd RETURN ADDRESS &EMAIL: '-( 1 azoLYLxr1 Ul,teeQ At- 1af�OL CrmA Applicant must show exact location and width of driveway(s) to connect to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to use (if necessary) ( ) 12" () 15" ( ) 18" ( ) 24" ( ) 36" Preliminary inspection completed by: Date: Approval by Highway Supt: (or) Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: David Duell, Highway Superintendent Mark De Mers, Deputy Highway Superintendent 1/21/2022 Revised ;Mk__ Oro TOWN CF QUEENSBURY 742 Bay Road, Queensbury,NY. 12804-5902 • • Septic System Checklist 4Plan to scale I eceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and • Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) g All wells on property and adjacent properties shown Cater line shown Municipal or well 10'separation to any part of system • j etback to property lines show 10'or more for any part of system • ( Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline OSeptic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required(field verification required) .Septic tank sized for number of bedrooms and add 250 gals forJacuzzi tubs/garbage grinder each Leech Field 20'from foundation 100'from any well 10:from water line /"l'4Seepage pit 150'from well 50'from septic tank PISeepage Pits 3-times diameter apart • 1 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland • • distance from bottom of trench r system 24" o bedrock or mottling 36"within 1000'of Lake George • ' Leech field 100'from watercourse or wetland PiLeToe of mound or bottom of retaining wali.l0'from property line 100'from well 20'from Foundation ` rovide Engineer/Architect stamp for bed or design systems • NIA Department of Health Approval for all mobile home park new systems Flood Plain requirements • • V 2'above established flood elevation to bottom of system • /"°All tanks anchored or 2'above flood elevation Job:RONDA Project SummaYs' ,. 04- Date: •q t) Entire House By: Adirondack P&M,Inc. ""'"' Adirondack P&M PO Box 562,Glens Falls,FW12801 Piers:518-793-3883 EmaU:irto@adl offiadcpm.mm Pro'ect Information EoP� rUtan Iur Queensbuty [ ( [ f c 279.19-1-22 RC-0300-2023 Monsour Enterprises LLC JU aiateso23 j 34 Jenkinsville Rd TOWN OF QUEENSBU Y SFD 1325 s.f., 2- car Garage 451 s.f. RI Hi it 1 P. r tr if ,' Desi.n Information Weather. Glens FallsAP,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 26 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 27166 Btuh Structure 13983 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 dm) 0 Btuh (none) 0 Btuh Blower(none) 0 Btuh Piping 0 Btuh Equipment load 27166 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipmenlsensible load 12585 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 5980 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Area ul me(ft� Healing Cooling Equipment latent load 5980 Btuh 0 0 Airchangges/hour 0.90 OA0 Equipment Total Load(Sen+Lat) 18565 Btuh Equiv AVF(cfm) 0 0 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANAHEATING ANDAIR CONDmO... Trade AMANA Model AMSS960402BN Cond ASX130181 D AHRI ref 7368085 Coil ACNF180616D AHRI ref 5996190 Efficiency 96.1 AFUE Efficiency 10.8 EER,13 SEER Heating input 40000 Btuh Sensible cooling 11760 Btuh Heating output 38000 Btuh Latent cooling 5040 Btuh Temperature rise 62 °F Total cooling 16800 Btuh Actual airflow 560 cfrn Actual airflow 560 cfrn Airflowfactor 0.021 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.70 Calculations approved byACCAto meet all requirements of Manual J 7th Ed. wrightsoft- 2018-011 17 08 35:45 i gtt-SdteeUrversal201818.0.16R5U21843 'gyp` ...ate7151Doameris1WrigttsoftHVACVNorsorxQby rtp Catc=MI7 FrortDoorfaoes W ' Page 1 b • iROND dot: 4L Manual S Compliance Report o Sep 27'2018 (toe) &M '1 At) Entire House By: Adirondack P&M,Inc. Adirondack P&M PO Box 562,Glens Falls,NY 12801 Phone:518-793-3883 Email:info®adiro dackpmcom Project Information For. Monsour Queensbury Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 13983. Btuh Entering coil DB: 75.0°F Outdoor design WB: 70.8°F Latent gain: 5980 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 19963 Btuh Indoor RH: 50% Estimated airflow: 605 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer. Amana Model: ASX130181 D+ACNF180616D Actual airflow: 560 cfrn Sensible capacity: 11760 Btuh 84%of load Latent capacity. 5040 Btuh 84%of load Total capacity. 16800 Btuh 84%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: -3.5°F Heat loss: 27166 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gasfumace Manufacturer. Amana Model: AMSS960402BN Actual airflow: 560 cfrn Output capacity: 38000 Btuh 140%of load Temp.rise: 50 °F • • Meets all requirements ofACCA Manual S. t '*' wrightsoft`- 2018-Od-170835:45 , � +srt...ianw.M•a�,�a.=, 17gI1 Site®Uriversal 201818.0.16 RSU21843 Pagel ALAAN ...ate715lDoarnerislWrigit ottl1VACWIorsoulaby.np Calo=MJ7 Front Door faces:W 42A1- 4r --13; Specification Sheet FIEVIooU.® int ' c us is Heat Recovery Ventilator Product#: 44001 Fans _ Two[21 factory-balanced fans with backward curved blades.Motors come with permanently lubricated,sealed ball-bearings to guarantee long life and maintenance-free operation. ",' <`-1' zM-. :+:� irtw,xlx•i;-rba. :: = `,h. ;"1 '"f},7.r;,' f,:..1+^%_ pS�uk _.b"'�r'_-°.. .t, _. ,;n fir': �: t� .�.,�:A�:�;�,�_="��''�;� Mr?�:�:,•�-....: Heat Recovery Core Aluminum heat recovery core covered by a limited lifetime warranty.Core t ,�, n "* . x rx 1t ��e�„ 4 dimensions are 8.5"x 8.5"[216 x 216 mm)with a 12"(305 mm)depth. Our heat exchangers are designed and manufactured to withstand extreme temperature variations. ;., , r ''zit WinterguardTM Defrost rThe FLEX 100H incorporates a unique and quiet internal recirculation defrost that does not depressurize the home during the defrost cycle.A preset defrost sequence is activated when the outdoor temperature falls below 23'-F(-5°C)and automatically adjusts itself based on operating As Fantech's masterpiece of versatility,features and efficiency,the Flex conditions.The fan speed is also adjusted automatically to provide a 100H is ideal for high-rise apartment applications, condominiums,single smooth and quiet transition between Ventilation&Defrost mode. and multi family homes.With its compact top port design featuring 5 Serviceability Z M inch oval collars and the included Eountowall bracket,the Flex Core,filters,fans and electronic panel can be accesses easily from the 100H can be installed in spaces as small as 24 inches,such as a closet access panel. Core conveniently slides out with only 14°(356 mm) or maintenance room. clearance. Unlike traditional HRVs that require excessive power to meet Duct Connections supplemental ventilation needs,the compact,yet powerful Flex 100H 5°(125mm)Oval plastic duct connections with integrated balancing allows far sizing based entirely on principal ventilation requirements. damper and airflow measurement ports. With its exclusive TurboTouchTM feature,the Flex 100H can deliver up to 50%more exhaust capacity to easily meet supplemental ventilation Case needs whenever additional airflow is required. 24 gauge galvanized steel.Baked power-coated paint for a superior adhesion and resistance. Features • TurboTouch function boosts exhaust capacity by up to 50% Insulation • 5"(125mm)oval duct connections with integrated airflow Cabinet is fully insulated with 1"[25 mm)high density expanded measurement polystyrene. • Removable screw terminal for easy connection Filters • Lightweight:only 39 lbs(17.7 kg)including core Two[2)washable electrostatic panel type air filters 8.5"(216mm)x •'Super compact size 12.5"[318 mm)x 0.125"[3mml. • Top port design fits in tight spaces • Includes EZ-Mount wall bracket Drain • Aluminum heat recovery core 1/2'(13mm)OD(outside diameter)drain spout provided,entire bottom • Multiple speed operation of unit covered by drain pan. • Internal recirculation defrost Warranty Opt•ional Controls® Limited lifetime on aluminum core,7 year on motors,and 5 year on parts. ECO TOUCH r4449291 — Programmable Touch Screen Wall Control • EDF7 (v44i — Electronic multi-function dehumidistat • RTS2 cx4ois41 — 20 minute timer over-ride • RTSS wa447s4) — 20/40/60 minute timer • MDEH1 cn401721 — Dehumidistat Specifications • Duct size — 5"(125mm)oval • Voltage/Phase — 12011 • Power rated — 168 W • Amp — 1.4 A • Average airflow — 105 cfm[50 Us) 0 0.4"PS(10OPa) _�=" fantech ° ••• a systemair company 'Dimensions&Airflow E F — — _t ;..-. j it U El — .— . isi I 11� fresh air ( to inside o c !N fresh air 'ilk from outside stale air it ���� ~ from inside — — IN i.■,� stale air I� A _I B — — to outside Model A B C 0 E F in min in rum in mm in min in nun in min Flex 100H 21 1/2 546 141/2 "366 15 5/8 397 17 7/8 454 221/2 572 15 381 Dimensional information is in inches.Clearance of 14'(356mml in front of the unit is recommended fur removal of core.All units feature three foot plug-in power cord with 3-prong plug. Ventilation Performance Airflow(Us) O 12 24 35 47 59 71 82 94 in.wg.(Pal 0.1(25) 0.2 150) 0.3(751 0.9(100) 0.5(125) 0.6(150) 0.7(175) 0.8(2001 1•2`; ,M; '. .... , r..-,•a:•:.::,a 300 cfm IUs) elm IUsI cfm IUs) cfm Mist cfm IL/st cfm(Ust cfm IL/sl cfm(L/sl - ;4 r` '�'N""•©',:., e ;=•, _ 1.0 ''- �--' 250 Net supply airflow 146(69) 129(611 116155) 105149) 96(451 88(41l 80(38) 73(341 O ri-w ©..; :_tom:;! PP Y = t yam',_ :Q 1 ifikiort .. •- '...:..:.•r,lt'On ; ,.)-+kiiY , :.tin 7,<. (.•'(`z- r<.n . , — 0.8- _ 1%2002 Gross exhaust airflow 148(70) 133(63) 120(57) 107(51) 95(45) 85(401 73(351 63(301 � -:. ` 0.6 " sy 'y .7 '' i` `s` :'tyf• ' 150 a `Turbo Mode is an intermittent mode only.It can be activated with the RTS2.RT55 and the ECO-Touch for up to 60 minutes. o °`y�;;<.'� .' i''�:,���,�<.; ��4�r: a Only die data of the normal speed are HVI certified. ,. , ::.=... _<.;_` ._ '41A 2 0 4 i.ry....0.. .© �'©' <r O z..�t,:' 100•`=1 woo:-.;,. 'q. g 02 c4s�y ,..ax ,n479•1.4 1m5' PtT�::.s.._ so O 25 50 75 100 125 150 175 200 Airflow(di) Energy performance Supply temperature Net airflow Consumed power Sensible recovery Apparent sensible Latent recovery/moisture Heating efficiency effectiveness transfer °F °c din Us RI % °ry - 32 0 52 24 46 70 80 -0.08 S ♦*�' q 3.- .� lvv,CC.4 / 1t^.i �,l. t ifUi �� h e h 5 �i� 2 •A I�+L 5 '�`i `I'4.i.o">ti X.. ftca . L�•�±.Sting r +�.�is 'xi, 4••y � !,�-./f§, ' n cn" '4A f,`7 iz-' S tiff.. r F4'raa ,.�, ,r'^�=ei :C'.Jfa35,^k.3,5. 32 0 99 47 102 64 73 -0.04 4fx r S�`6. Vt-"..i.-�S y:sf,b S'S. •,#.'-,•`p' S p,'_ i ,,NI r t`St'ii u'1� Aiik . Y /M— dre eei- •;;,Afg4-.A a t ~.4 k''`p,.-,2 -...rr.A ..r.,. ,v,,t6It a> %-•7 eP1.'. n++... ,, !•4-c.._ l .a ,1 . ...,35 ._ t'xa ...,r rr i.v e.;: . - .-7„" . . Requirements and standards • Complies with the UL 1812 requirements regulating the construction and installation of Heat Recovery Ventilators • Complies with the CSA C22.2 no.113 Standard applicable to ventilators • Complies with the CSA F326 requirements regulating the installation of Heat Recovery Ventilators • Technical data was obtained from published results of test relating to CSA C439 Standards • HVI certified and ENERGY STAR®qualified* v This product earned the ENERGY STAR@ by meeting strict efficiency guidelines set by Natural Resources Canada and the US EPA.It meets ENERGY STAR@ requirements only when used in Canada. Contacts Distributed by: Submitted by: Date: Quantity: Model: Project#: Comments: Location: Architect: engineer: Contractor: United States 10048 Industrial Blvd.•Lenexa.KS 66215•1.800.747.1762•www.fantech.net Canada 50 Kanalflakt Way•Bouctouche,NB E4S 3M5.1.800.565.35413•www.fantech.net Oaf• f a n t e C h O Systemair reserves the right to codify,at any time and without notice,any or all of its products'features,designs.compo- •.....:. cents and specifications to maintain their technological leadership position. ••:;• a systemair company 0 Generated by REScheck-Web Software Compliance Certificate I I T 3 Project ranch al o ;��,:F , -„ — 1 IV cam # i N N Energy Code: 2018 IECC , _Location: Glens Falls, New York ',„, Construction Type: Single-family a' 1 FILE COPY y Project Type: New Construction is ' 3 l i y 4P"1 i�? Conditioned Floor Area: 1,325 ft2 10r-, , ; I t� IA Glazing Area 11% i n co �r I l A W Climate Zone: 6 (7635 HDD) �� ..pIre CO I"' r1611 Permit Date: �� �f 4 cp Permit Number: Cl) hi O --. Construction Site: Owner/Agent: Designer/Contractor: W I Compliance: Passes using UA trade-off Compliance: 0.4%Better Than Code Maximum UA: 225 Your UA: 224 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. - It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies . Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,325 49.0 0.0 0.026 0.026 34 34 Wall:Wood Frame,16"o.c. 1,325 21.0 0.0 0.057 0.045 65 51 Door:Solid Door(under 50%glazing) 20 0.190 0.300 4 6 Door 1:Solid Door(under 50%glazing) 20 0.150 0.300 3 6 Door 3:Glass Door(over 50%glazing) 36 0.300 0.300 11 11 Window:Vinyl Frame 108 0.270 0.300 29 32 Basement:Solid Concrete or Masonry Wall height:8.0' 1,703 0.0 15.0 0.046 0.050 78 85 Depth below grade:7.3' Insulation depth:7.7' 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 20181ECC requirements in REScheck Version:REScheck-Web and to comply with the-mandat�l requirements listed in the REScheck Inspection Checklist. NtiA d ilitcly pu ' - _ i -> lair, Name-Title Signa'• a Date Project Title: ranch Report date: 02/18/22 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection 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 :? Plares,Verified Feld Ver�f�ed' :~ - Pre-Inspection/Plan Review Value - Value Compl�es� _ Comments/Assumptions &Req:1D _ 103.1, Construction drawings and ) :. '- ❑Complies 103.2 documentation demonstrate '_" ❑Does Not [PR1]1 energy code compliance for the ; building envelope.Thermal ;_ _ ;❑Not Observable envelope represented on Z. ❑Not Applicable construction documents. 103.1, Construction drawings and ';;❑Complies 103.2, documentation demonstrate -?❑Does Not • 403.7 energy code compliance for ; `:°i❑Not Observable [PR3]1 lighting and mechanical systems. (' Systems serving multiple _ i❑Not Applicable dwelling units must demonstrate `:compliance with the IECC - Commercial Provisions. f _ :<j,. ' '_, 302.1 Heating and cooling equipment is Heating: Heating: ❑Complies 403.7":. '_ sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2,:`, ;on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable !approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: ranch Report date: 02/18/22 Data filename: Page 2 of 9 Section. • _ . .:� ;•-;:. � : _. ::,-..: .. ,. .. .:;._ ,- s.Verefied Field Verified #. . Foundation Inspection Complies? Comments/Assuaintions Value Value 402.1.1 ;Conditioned basement wall ,' R- R- ❑Complies See the Envelope Assemblies [F04]1 insulation R-value.Where interior R_ R- ❑Does Not table for values. insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection.Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall ! JOComplies [F05]1 :insulation installed per '❑Does Not manufacturer's instructions. ❑Not Observable t. • ;❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]1 linsulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303'.2:1; IA protective covering is installed ! ' _ :: ElComplies [F011]2 : lto protect exposed exterior G i❑Does Not - ' ,insulation and extends a • s❑Not Observable ,minimum of 6 in,below grade. ; ❑Not Applicable 403.9 ;Snow-and ice-melting system - ❑Complies [F012]2: controls installed. - - ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ;2: Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: ranch Report date: 02/18/22 Data filename: Page 3 of 9 Section = Plans Verified :'Field"Verified, , �. - -# Framing/hough-In Inspection - - Complies. Comments/Assumptions" &Req.ID Value :Value 402.1.1, Door U-factor. I U- ' U- ;❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. (FR1]1 :Not Observable :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, [(Not Not Observable [FR211 ; :Not Applicable , 303.1.3 U-factors of fenestration products; ❑Complies [FR4]1 are determined in accordance I . - - iDDoes Not ;49 with the NFRC test procedure or {❑Not Observable taken from the default table. , t - ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ; ❑Complies [FR23]1 installed per manufacturer's 1 - ;❑Does Not .9) instructions. t . ,' ;❑Not Observable , -, - j❑Not Applicable 402.4.3 Fenestration that is not site built I , : .. iDComplies [FR20]1 is listed and labeled as meeting i _ ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440; or has infiltration rates per NFRC I ., - _ ❑Not Observable 400 that do not exceed code t - ❑Not Applicable limits. 402.4.5 : ':IC-rated recessed lighting fixtures I ' : 't t ,DComplies [FR16]2 :sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm t - ' 'leakage at 75 Pa. { `, _ ❑Not Observable t DNot Applicable 403.3.1 'Supply and return ducts in attics _ , ';❑Complies [FR12]1 insulated>=R-8 where duct is ( IODoes Not `�� >=3 inches in diameter and>= ; _, _ . - - .t❑Not Observable R-6 where<3 inches.Supply and; ;- I return ducts in other portions of ! ° ,❑Not Applicable the building insulated >= R-6 for ; , . - diameter>=3 inches and R-4.2 ; - • for<3 inches in diameter. 403.3.2 Ducts,air handlers and filter ;❑Complies [FR13]1 boxes are sealed with - Y❑Does Not joints/seams compliant with International Mechanical Code or ;` i 7❑Not Observable International Residential Code,as i - - ❑Not Applicable applicable. I 403.3:5 Building cavities are not used as '. ❑Complies [FR15]3 ducts or plenums. f❑Does Not 4 _ . -DNot Observable -. 1,0Not Applicable 1 High Impact(Tier 1) '2.Medium Impact(Tier 2) ,:3 Low Impact(Tier 3) Project Title: ranch Report date: 02/18/22 Data filename: Page 4 of 9 Section Plans Verified`. : Field Verifieel . # Framing/Rough-In Inspection Complies?. Comments/Assumptions &Req.ID - Value. Value 403.3.7 I Ducts declared to be within the ! ❑Complies [FR28]3 i conditioned space are either 1) - - ❑Does Not •completely within the continuous - - `air barrier and within the building ❑Not Observable thermal envelope,2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is - - located completely within the s - continuous air barrier and within ,' ithe building thermal envelope . and the duct leakage is<= 1.5 ;cfm/100 square feet of conditioned floor area served by - • ;the duct system,or 3)the ceiling ! - insulation R-value installed against and above the insulated duct>=to the proposed ceiling s , - - " insulation R-value,less the R- - value of the insulation on the - 403.4 ;HVAC piping conveying fluids R- R- ❑Complies [FR17]2 _:above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- [Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC - -- - ;❑Complies [FR24]1 piping. ❑Does Not ; ;•J j ❑Not Observable DNot Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not t ONot Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are; ;❑Complies [FR19]2 !installed on all outdoor air j InDoes Not intakes and exhausts. { ❑Not Observable • -❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 - Medium Impact(Tier 2) .3 Low Impact(Tier 3) Project Title: ranch Report date: 02/18/22 Data filename: Page 5 of 9 lid Venfied--, # insuiation Intpection , , „ •-- .,.:CommeOits/Assimiitition5 ' -,&1164.1D- • - -; - . • _ 303.1 All installed insulation is labeled `"' I : flComplies [IN1312., lor the installed R-values -"! • '0Does Not ,7- provided. , ' • .)EINot Observable - 1=INot Applicable 402.1.1, Wall insulation R-value.If this is a R- R- OComplies See the Envelope Assemblies 402.2.5, mass wall with at least 112 of the oWood D Wood DDoes Not table for values. 402.2.6 wall insulation on the wall Mass Mass DINot Observable [IN3]1 ,exterior,the exterior insulation requirement applies(FR10). Steel I: Steel •ONot Applicable 303.2 Wall insulation is installed per 1,, , [IN411 manufacturer s instructions. .:1,1=1Does Not IDNot Observable ..1111Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2-, Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: ranch Report date: 02/18/22 Data filename: Page 6 of 9 Section_ . Plans Verified Field Verified• - ; -, -#'. • ` Final Inspection Provisions: Gornplies . :Comments/Assumptions &Re_q.ID Value: Value= 402.1.1, Ceiling insulation R-value. R- - i R- ❑Complies !See the Envelope Assemblies 402.2.1, 0 Wood i 0 Wood ❑Does Not table for values. 402.2.2, 0 Steel 0 Steel ONot Observable 402.2.6 [FIl]1 ONot Applicable ; 303.1.1.1,;Ceiling insulation installed per ' - : . ,❑Complies 303.2 !manufacturer's instructions. , ; '❑ .. ' - Does Not [F12]1 Blown insulation marked every ;: - - 300 ft2. ;❑Not Observable - - " ?❑Not Applicable 402.2:3:. ;Vented attics with air permeable ! ;;;❑Complies [F122]2.' .;insulation include baffle adjacent - ❑Does Not ;to soffit and eave vents that :' extends over insulation. • -` ,❑Not Observable ; i - ,ONot Applicable 402.2.4 'Attic access hatch and door R- R- i ❑Complies [FI3]1 insulation>_ R-value of the - ['Does Not adjacent assembly. { ONot Observable ,ONot Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50= ACH 50= ❑Complies [F117]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ['Not Observable ❑Not Applicable 403.3.3 I Ducts are pressure tested to .cfm/100 cfm/100 ;❑Complies [F127]1 !determine air leakage with ft2 . ft2 ❑Does Not )either:Rough-in test:Total leakage measured with a ONot Observable pressure differential of 0.1 inch ONot 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 ❑Complies [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa.For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. , 403.3.2.1 Air handler leakage designated ; - . i. "= ;OComplies [FI24]1 by manufacturer at<=2%of 1: ` : :.-,❑Does Not design air flow. , . . 1❑Not Observable ; - '. '❑Not Applicable 403.1.1- `:Programmable thermostats 4` ;° ❑Complies [F19]2 "-=`:;;installed for control of primary - i ❑Does Not __ ;heating and cooling systems and ; =_ ''..;initially set by manufacturer to i . - ❑Not Observable 1 code specifications. i - - i ❑Not Applicable 403.1:2 .,,Heat pump thermostat installed ( ; ' i ` --<❑Complies [F110]2 "ion heat pumps. { • ` --, ❑Does Not i i - -'❑Not Observable . ,,,,ONot Applicable 403.5.1 °=;Circulating service hot water - - _- `.?. ,❑Complies (FI11]2...' :1 systems have automatic or ` ' :: "-i❑Does Not °; accessible manual controls. f _ ';❑Not Observable 1:... - -i ❑Not Applicable ; 1 High Impact(Tier 1) :2: Medium Impact(Tier 2) :3: Low Impact(Tier 3) Project Title: ranch Report date: 02/18/22 Data filename: Page 7 of 9 Section - Plans Verified Field-Verified , , # Final Inspection'Provisions: • • -,_Complies?._: Comments/Assumptions &.Req.ID Value - „Value 403.6.1 ;All mechanical ventilation system l'- - : -- : A❑Complies [F125}2 ' :fans not part of tested and listed '.;❑Does Not HVAC equipment meet efficacy ; -, and air flow limits per Table -,❑Not Observable R403.6.1. - ;❑Not Applicable 403.2 Hot water boilers supplying heat " ❑Complies [F126)2 ;through one-or two-pipe heating ❑Does Not :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 [F128)2 have a circulation pump.The ! ' I❑Does Not • system return pipe is a dedicated; - 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 I. - V . pumps start the pump with signal , . V for hot water demand within the occupancy.Controls V • - automatically turn off the pump V - ' ,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 [FI29]2-:. i comply with IEEE 515.1 or UL ;ODoes Not 515.Controls automatically ; V_ - . ;adjust the energy input to the ❑Not Observable - ;heat tracing to maintain the ❑Not Applicable -;_ :;desired water temperature in the piping. : 403.5.2= - Demand recirculation water .- !❑Complies •• [F130]2_._ systems have controls that V ❑Does Not manage operation of the pump V and limit the temperature of the i ❑Not Observable ;lwater entering the cold water I ❑Not Applicable ; piping to<=104°F. 403.5.4 -- ;Drain water heat recovery units ' ; , ;❑Complies [FI31]2: itested in accordance with CSA iDDoes Not B55.1.Potable water-side ' ' i pressure loss of drain water heat - . V "- ❑Not Observable 1 recovery units<3 psi for i ❑Not Applicable individual units connected to one • - V or two showers.Potable water- ; - ', side pressure loss of drain water '• - - - - heat recovery units<2 psi for -;individual units connected to I • three or more showers. 404.1 90%or more of permanent ; ;❑Complies [FI6]1 fixtures have high efficacy lamps.` ;DDoes Not - . - ❑Not Observable . ;,Li,__, Applicable 404.1.1,. Fuel gas lighting systems have ' ❑Complies [FI23]3= no continuous pilot light. E i❑Does Not ❑Not Observable ❑Not Applicable 401.3 . Compliance certificate posted. j - : ; ❑Complies [F17)2 ; ` ❑Does Not ;❑Not Observable ' - -;❑Not Applicable 1 High Impact(Tier 1) _-2-:: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ranch Report date: 02/18/22 Data filename: Page 8 of 9 Section: PIanS lferified... :`._Field Verified,, ' # . Final •Inspection Provisions- Complies? ... • Comments/Assumptions &Req.lD Value Value : 303.3 : - Manufacturer manuals for ;❑Complies [FI1813_ mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact;(Tier 2) ~3 Low Impact(Tier 3) Project Title: ranch Report date: 02/18/22 Data filename: Page 9 of 9 g2018 IECC Energy i Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.27 Door 0.30 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments I AS BUILT --j- EccEireET 1,000 GALLON ( NOV 03 2023 J SEPTIC TANK ..�__ . z TOWN OF QUEENSBURY �n w BUILDING 2;CODES co in Z IilifjlILI]II'II'j;',fljlili[li[jifl(i't JiLjILfjijijigijljlt„f[I11l illlliji Jfr[jlijiljlijJ!I I(if1lijll�ifllill m 6' • j!lilllillpiifji0111illlil1Mil, iliGlhifilll a ffjllli!I I]i 31ifi.Il IliflillliE„�illi.]llililll:l)'s 6' 18,�5 6' DISTRIBUTION • BOX • 1 6'-2"± OF 4" TRIPLE WALL HIGH CAPACITY HDPE PIPE INFILTRATOR • CHAMBER (TYP) tlflilifll]llllill lflilliifl f flll jlllff�lflli[I IiCffff:'IlllllilaMil[lil lfl� „IifliCVliifff:'l],Y• al'!'lilillilil illlii I IIIIiIiIIllil]lijiIIl�:I Cl l liI I I Glilill a IVllllilillllillllll„I!Iiiiiil!lil!iiiiI!I!I!L 7l lllillillllfl lilll: . 1O'-2"f OF 4" TRIPLE WALL HDPE PIPE Ilill�l)II1111111ijg;jil111iIliE11llll'IheIlallllll!Ililps IJilliflifl]llilllll„':,Ilflifllljillll!Illile'IllliLfllflllilllll 'flilJilifllllkllil4:�Jlflllil111i1!IIfIIIiE„`IiflllJilil!liffl7' OF NFL 1.) THIS AS—BUILT HAS BEEN PREPARED WITHOUT THE Q� A A' Lc,, y BENEFIT OF ACTUAL SURVEY INFORMATION. THE CO � ;^ ' \ DIMENSIONS SHOWN HEREON HAVE BEEN MADE WITH A :; STEEL TAPE AND ACTUAL LENGTHS MAY VARY. "j- 2.) NO FUTURE ROOF DRAINS/GUTTERS, FOOTING ' • DRAINS, SUMP PUMPS, COOLING WATER, BACKWASH a ` DRAINS, ETC. SHALL BE CONNECTED TO SEPTIC SYSTEM. 3.) CONTRACTOR IS RESPONSIBLE FOR ADJUSTING • SPEED LEVELERS IN DISTRIBUTION BOX TO ENSURE 'N, 0 ES EQUAL DISTRIBUTION OF EFFLUENT. PROJECT NO. 2305.01 ON-SITE WASTEWATER DISPOSAL SYSTEM DATE: • OCT. 28, 2023 • MONSOUR ENTERPRISES, LLC . SCALE: NO SCALE 34 J-ENKINSVILLE ROAD, AS-BUILT Warren A. Longacker, P.E. NYS 083686 TOWN OF QUEENSBURY WARREN COUNTY, NY mmmmmmim anrvmoi mim U IIII� i P4l S I' fi, ( Ti 0 I111 518.832.9213 1 ryan@clearvuinspections.com 1 18 Blackberry Lane,Queensbury,NY 12804 Monsour Enterprises 41 Revere Road Queensbury, NY 12804 518.461.1713 dave@gocif.com ClearVU Inspections, performed a one-point airtightness, blower doortest on the single family dwelling at 34 Jenkinsville Road,Queensbury, NY,to determine the air changes per hour on December 13,2023.The dwelling was depressurized and the testing procedure performed as per IECC- R402.4.1.2. Test conditions were as follows: Fan location -garage door 405'above sea level 992 CFM50 27°F outside air temperature 68°F inside air temperature Pre-Test Baseline Building Pressure -2.5 Pa -50.0 Pa testing pressure TEC DG-1000& Model 3 Fan Building Volume Calculated via field measurements Altitude Correction Factor=(1+(.000006 x altitude))x CFM50 = n/a Results:( 992 CFM50 x 0.966 x 60 Minutes )/( 21,200 cubic feet) _ 2.712 ACH50 IECC-R402.4.1.2-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed atthe time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. Ryan Wild ClearVU Inspections BPI IDL Certification - 5063518 Asbestos Sampling & Handling License- 879660/282890 NYS Home Inspector License- 16000085839 F-FILE COPY TOWN OF QUEENSBURY BUILDING & COD S DEPT. R iew d B e I n . P' ` �' 10-FOOT MINIMUM EVISE D SEPARATION BETWEEN PROPERTY LINE AND WASTEWATER DISPOSAL 0 - - - - - SYSTEM 77 PT1 I 10'-6 > DH1 EXIST SHED \ \ \ PROPOSED DRILLED WELL I DSED PT2 O DROOM E FAMILY PROPOSE ARC ENCE INFILTRAT R STYLE PROPOSED 1,000 GALLON (MINIMUM) SEPTIC TANK 10 LF (MIN) 4" SOLID SCH 40 PVC 0 Y4" PER FOOT (MIN) ON -SITE WASTEWATER DISPOSAY SYSTEM 10-FOOT MINIMUM SEPARATION BETWEEN PROPERTY LINE AND WASTEWATER DISPOSAL SYSTEM i 00-FOOT MINIMUM SETBACK BETWEEN DRILLED WELL AND WASTEWATER DISPOSAL SYSTEM GENERAL NOTES OVERALL SITE PLAN - 34 JENKINSVILLE ROAD SCALE: 1 " = 20' - - _ABSORPTION FIELD: FOUR (4) ROWS OF HIGH CAPACITY ARU- INFILTRATOR, EACH ROW TO BE 28-FEET IN LENGTH MINIMUM PROPOSED DISTRIBUTION BOX OUTLET PIPING. 4" SOLID SCH 40 PVC ® )s" PER FOOT (MIN) 0 EXPANSION/REPLACEMENT TRENCH AREA (EDGE OF 5 TRENCH SHALL BE 10-FOOT MINIMUM FROM PROPERTY LINE) 1 C-FCOT MIN MUM SEPAk_: TION BE-WEEN PROPERTY LINE AND WAST7VYATER DISPOSAL SYSTE M 100-FOOT MINIMUM SETBACK BETWEEN DRILLED WELL AND WASTEWATER DISPOSAL SYSTEM DETAILED SITE PLAN - 34 JENKINSVILLE ROAD SCALE: 1 " 10' 1.) THE ENGINEER HAS BEEN RETAINED SOLELY FOR THE DESIGN OF THE ON -SITE WASTEWATER DISPOSAL SYSTEM AS PRESENTED HEREON. THE ( ENGINEER HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION OR ON -SITE INSPECTIONS. RESPONSIBLITY FOR THE PROPER EXECUTION OF WORK IS BY THE OWNER/CONTRACTOR. OWNER/CONTRACTOR RESPONSIBLE FOR RETAINING SERVICES OF PROFESSIONAL ENGINEER FOR REQUIRED INSPECTIONS IF REQUIRED BY REVIEWING AUTHORITY. 2.) ALL ONSITE WASTEWATER DISPOSAL SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED W ACCORDANCE WITH N.Y.S. HEALTH CODE PART 75A, "WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEMS". 3. THE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH ALL LOCAL AND STATE CODES/REQUIREMENTS. 4.) THIS ON -SITE WASTEWATER DISPOSAL SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH N.Y.S. HEALTH CODE PART 75A. THIS DOES NOT NECESSARILY IMPLY THAT THE SYSTEM WILL BE FREE FROM MALFUNCTION. THE REQUIRED PERCOLATION AND DEEP HOLE TESTING DATA MAY NOT REVEAL ALL THE SOIL CHARACTERISTICS AFFECTING OPERATION. UNUSUAL PRECIPITATION, DISPOSAL OF SOME HOUSEHOLD HOUSEHOLD CHEMICALS AND FAILURE TO PROPERLY MAINTAIN SYSTEM ARE BEYOND THE CONTROL AND RESPONSIBILITY OF THE ENGINEER. THEREFORE, IN NO EVENT, WILL THIS DESIGN CREATE LABILITY FOR THE DESIGNER. 5.) ADDITIONAL UTILITIES MAY BE PRESENT AND IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT U.F.P.O. PRIOR TO ANY EXCAVATION. WHERE ADDITIONAL UTILITIES ARE PRESENT, THE OWNER/CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY ENGINEER TO ENSURE REQUIRED SEPARATION DISTANCES ARE MET. 6.) THE CONTRACTOR SHALL EXAMINE THE SITE AND PLANS PRIOR TO CONSTRUCTION AND BE RESPONSIBLE FOR ALL MEASUREMENTS AND CONDITIONS. VARIATIONS BETWEEN FIELD CONDITIONS AND PLANS SHALL BE BROUGHT TO THE ATTTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION FOR PROPER RESOLUTION. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY VARIATIONS. 7.) THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING GRADE OF SOIL PIPE AT BUILDING PRIOR TO CONSTRUCTION OF SYSTEM. 8.) ALL SEPARATION DISTANCES TO ONSITE WASTEWATER DISPOSAL SYSTEM SHALL BE MAINTAINED AS INDICATED HEREON. 9.) NO ROOF DRAINS/GUTTERS, FOOTING DRAINS, SUMP PUMPS, COOLING WATER, BACKWASH DRAINS, ETC. SHALL DISCHARGE TO SEPTIC SYSTEM. 10.) CONTRACTOR IS RESPONSIBLE FOR OBTAINING PROOF OF SEPTIC TANK'S WATERTIGHTNESS FROM SUPPLIER. IF SUPPLIER DOES NOT PROVIDE SUCH PROOF, CONTRACTOR IS RESPONSIBLE FOR PROVING WATERTIGHTNESS. 11.) ONSITE WASTEWATER DISPOSAL SYSTEM AND SURROUNDING AREA TO BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE SYSTEM. GRADING SHALL NOT CONVEY STORMWATER RUNOFF OR SEDIMENT TOWARDS ANY PROPOSED OR EXISITING RESIDENCE. 12.) THE CONTRACTOR SHALL EMPLOY ANY NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO PREVENT SEDIMENT LADEN RUNOFF FROM DEGRADING THE PROPOSED WASTEWATER DISPOSAL SYSTEM AREA. SIMILAR MEASURES ARE TO BE EMPLOYED TO PREVENT SEDIMENT LADEN RUNOFF FROM CONSTRUCTION AREA FROM DEGRADING ANY DOWNSTREAM AREAS. THE OWNER/CONTRACTOR IS DIRECTED TO THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONS PUBLICATION ENTITLED "NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" FOR SPECIFIC DETAILS AND SPECIFICATIONS. 13.) THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED ON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GALLONS PER DAY PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMODATE EXTREME WATER USE FXTURES SUCH AS JACUZZI TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE USE ON NON -CONSERVING WATER SAVING FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. 14.) CONTRACTOR SHALL ENSURE THAT SELECTED CHAMBERS DEMONSTRATE, OPEN SIDEWALL AREA FOR INFILTRATION AND AERATION, HAVE A MINIMUM VOLUMETRIC CAPACITY OF 7.5 GALLONS PER LINEAR FOOT, AND HAVE A MINIMUM SOIL INFILTRATION BOTTOM AREA OF 1.6 SQUARE FEET PER LINEAR FOOT. ,5ITEL0CATION SITE LOCATION PLAN CONSTRUCTION NOTES 1.) STAKE OUT THE SYSTEM PERIMETER INCLUDING 100% REPLACEMENT AREA IN THE PROPER ORIENTATION. 2.)ROPE OFF THE PROPOSED SYSTEM AREA TO PREVENT VEHICULAR TRAFFIC OVER THE AREA AND SUBSEQUENT SOIL COMPACTION. 3.) REMOVE TREES AND BRUSH TO GROUND SURFACE. REMOVE TOPSOIL AND STOCKPILE. 4.) CONSTRUCTION OF TRENCH SHALL NOT TAKE PLACE WHEN SOIL CONDITIONS ARE WET OR DAMP. ROTOTILLING IS NOT ALLOWED. 4.) SEPTIC TANK, TRENCH FLOOR AND TRENCH PIPES SHALL BE SET LEVELED WITH BUBBLE LEVEL OR EQUIVALENT. PERFORATED PIPE HOLES SHALL BE PLACED DOWN STRADDLING CONTACT POINT. 5.) PIPE TEES, ELBOWS, AND COUPLINGS SHALL BE USED UNLESS SPECIFIED AND APPROVED OTHERWISE. ALL PIPE JOINTS SHALL BE SEALED WITH APPROPRIATE SEALER i.e. PLASTIC PIPE CEMENT, NEOPRENE SEALING DEVICES. 6.) TOP 4-INCHES OF FILL MATERIAL SHALL BE CLEAN TOPSOIL. CONTRACTOR MAY USE TOPSOIL FROM EXCAVATED AREA. 7.) CONSTRUCT/INSTALL SYSTEM TRENCHES AND PIPING PER PLANS, 8.) SITE SHALL BE SEEDED AND MULCHED. CONTRACTOR SHALL GRADE TOP OF SYSTEM TO DIRECT RUNOFF AWAY FROM SYSTEM. SUMMARY OF PERCOLATION TESTS PERCOLATION TEST PERCOLATION RESULTS TRIAL 5: 1 MIN. - 52 SEC. PERC TEST 1 (PT 1) TRIAL 6: 2 MIN. - 33 SEC. TRIAL 7: 2 MIN. - 46 SEC. TRIAL 1: 1 MIN. - 58 SEC. PERC TEST 2 (PT 2) TRIAL 2: 2 MIN. - 40 SEC. TRIAL 3: 3 MIN. - 02 SEC. SUMMARY OF DEEP HOLE TEST -PITS TEST PIT SOIL STRATA NUMBER TEST PIT 1 0-3" ORGANIC TOPSOIL - SANDY DUFF (DH 1) 3-12" DARK BROWN LOAMY FINE SAND 12-49" BROWN SAND AND SOME GRAVEL NO MOTTLING OR GROUNDWATER ENCOUNTERED ROOTS TO 37" TABLE 5 REQUIRED LENGTH OF ABSORPTION TRENCH (based upon 2 ft wide trench) Flow Rate (Gals/Day) 2 Bdrms 3 Bdrms 4 Bdrms 5 Bdrms 6 Bdrms min inch 220 260 330 390 440 520 550 650 660 780 X 1 - 5 92 108 13$ 162 184 216 230 1 270 275 325 p 6 - 7 110 130 165 195 220 260 275 325 330 390 8 8 - 10 123 145 184 217 245 290 306 360 367 433 11 - 15 138 162 207 244 275 325 344 406 413 488 Qw 16 - 2.0 158 186 236 279 315 372 393 464 472 1 557 21 - 30 184 217 275 325 367 433 459 542 550 650 31 - 45 220 260 330 390 440 520 550 650 660 780 46 - 6 245 290 367 433 489 578 612 722 734 867 Dosing Dosing or Alternate Not Required Design Required SYSTEM DES;GN: 1. DESIGN CONFORMS TO THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH, APPENDIX 75A 2. DESIGN INFORMATION: HYDRAULIC LOADING: 3 BEDROOM RESIDENCE ® 110 GPD/BEDROOM = 330 GPD K1KfZftf7 SUBSURFACE DISPOSAL: EXISTING SOILS HAVE A PERCOLATION RATE BETWEEN 1 AND 5 MIN/INCH. DESIGN RATE: 1 TO 5 MIN/INCH TRENCH TRENCH DESIGN RATE APPLICATION RATE LENGTH REQUIRED LENGTH PROVIDED 1-5 MIN/INCH 1.2 GPD/SF 138 4 0 40 LF = 160 LF 160 DESIGNED > 138' REQUIRED 2. INFILTRATOR DESIGN, APPENDIX 75-A.8(C): 25% REDUCTION IN TOTAL ABSORPTION TRENCH LENGTH 138 - (0.25% x 138') = 104' 4 ROWS OF CHAMBERS AT 28' = 112' > 104' MAP NOTES: 1. BASE MAPPING PREPARED FROM SURVEY PREPARED BY DARRAH LAND SURVEYING 2. ACTUAL HOUSE DIMENSIONSMAY VARY. CONTRACTOR IS RESPONSIBLE FOR MEETING ALL REQUIRED SETBACKS FOR WASTEWATER DISPOSAL SYSTEM COMPONENTS. MINIMUM SEPARATION DISTANCES SYSTEM COMPONENT WELL STREAM, WATERCOURSE. LAKE (b) DWELLING PROPERTY LINE DRAINAGE DITCH (c) HOUSE SEWER 50' 25' 3' 10' --- SEPTIC TANK 50' 50' 10' 10' 10' EFFLUENT LINE 50' 50' 10' 10' 10' TO D-BOX ABSORPTION FIELD 100' (a) 100 20' 10' 10' SEEPAGE PIT 150' (a) 100 20' 10' 10' SOURCE: TABLE 2 OF THE NYS DEPARTMENT OF HEALTH PUBLICATION ENTITLED 'INDIVIDUAL RESIDENTIAL WASTEWATER TREATMENT SYSTEMS DESIGN HANDBOOK - 1996 EDITION" (a) WHEN SEWAGE TREATMENT SYSTEMS ARE LOCATED IN COARSE GRAVEL OR UPGRADE AND IN THE GENERAL PATH OF DRAINAGE TO A WELL, THE CLOSEST PART OF THE TREATMENT SYSTEM SHALL BE AT LEAST 200' AWAY FROM WELL (b) MEAN HIGH WATER MARK (c) RECOMMENDED SEPARATION DISTANCES I i HtU(1 '1 7 1 IOWNo r 6 U I L ' Lc.1 cl� d- O W o 00 > N O , Y Cp 0 po 0o CE CD ® >- O z Ow 3: i O > 00 �n Q a `t :2 m 0 Lil z ON W IY � Q. yi w00 Z 00 Ld IL u O� d Zz 'O w s a a �a a z E- Y) O z E- » z O E- a W Q U a:� CC? 0 Z U t< u J 0 0 ^ C1� O C/) V I l L (�/ ^ I n 1 >_ LLI --J W =)�-- r>� V l m I I LLJ LLJ W C/) C/.) LLJ C 1 ::D � O LW (0 V O j Z 0 PROJECT NO. 2305 DATE DUNE 13, 2023 SCALE AS NOTED NOTES: 1) WOVEN WIRE FENCE TO BE FASTENED TO POSTS W/WIRE TIES OR STAPLES 2) FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE MESH W/TIES SPACED EVERY 24" AT TOP BOTTOM AND MID SECTION 3) WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED 4) MAINTENANCE SHALL BE PERFORMED AS NEEDED AND THE RETAINED MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 5) WHERE SILT FENCE IS REQUIRED ON ROCK SURFACES PROVIDE ADEQUATE FRAMING IN LIEU OF FENCE POSTS. LAY OVER WIRE FENCE AND FABRIC AT ROCK SURFACE AND PROVIDE SAND BAG WEIGHT FOR SEAL W/ROCK. 6) FENCES INSTALLED IN BODIES OF WATER SHALL EXTEND 1 FT. MIN. ABOVE HIGH WATER. SUPPORT POSTS SHALL BE SUBSTANTIAL AND BE SIZED TO REMAIN STABLE IN WAVE ACTION. SEE SPECIFICATIONS. EXISTING GRADE CAP ENDS OF CHAMBER S2 TYPICAL ACCESS PORT SEAL WITH JOINT SEALANT 4" PVC, " PER FOOT MIN. SLOPE INTO TANK. PROVIDE FLEXIBLE CONNECTORS OR NON -SHRINK HYDRAULIC CEMENT AT ALL PIPE PENETRATIONS. ALL CONNECTIONS SHALL BE WATERTIGHT. 6" #2 STONE OR SELECT GRAVEL WRAPPED W/ GEOSYNTHETIC FABRIC 3 S2 WOVEN WIRE FENCE MIN. 14-1/2 GAGE W/ - MAX. 6 INCH MESH OPENING GEOSYNTHETIC FABRIC. SEE c w J c 0 0 ~ N = 5 w FLOW FENCE POST MIN. 36" LONG COMPACTED SOIL -�) Tv EMBED FILTER CLOTH 16" MIN. MIN. 6" INTO GROUND 4 " MIN. TYP. SCALE: NOT TO SCALE PROPOSED FINISHED GRADE 12" MIN 4 $, 241 O\ N• TYP. 3'r 0 LIQUID LEVEL mop- z IX a_ 00 4" VERTICAL x 18" » HORIZONTAL SLOT 4" TOPSOIL AND ESTABLISH TURF 4" SCH 40 PVC OUTLET N- PER FOOT MINIMUM SLOPE) EFFLUENT FILTER WITH OPENINGS, ZABEL MODEL A300 OR EQUAL 1,000 GALLON PRECAST CONCRETE SEPTIC TANK BY FORT MILLER OR EQUAL. NO WEEP HOLES PERMITTED 1,000 GALLON PRECAST CONCRETE SEPTIC TALK SCALE: NOT TO SCALE ENDS TO FACUTATE PIPING. INSTALL IN ACCORDANC[ WITH MANUFACTURERS SPECIFICATIONS 5 S2 EXISTING GRADE 2 S2 v m INLET 6 W W y 2 W W.W �WWWWW�W y�1SLOPE OR LESS ..y W W WW Wy w W 0 SLOPE -- SLOPE SILT FENCE 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1 : 2. 3. SILT FENCING SHALL BE PLACED 5-FEET DOWNSLOPE OF EACH PILE. UPON COMPLETION OF SOIL STOCKPILING, TOPSOIL SHALL BE STABILIZED WITH SEED AND MULCH IF NOT TO BE DISTURBED/UTILIZED WITHIN 7 DAYS. 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT FENCE 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN RUNOFF FROM STOCKPILE AREAS. REFER TO EROSION AND SEDIMENT CONTROL PLAN. TYPICAL SOIL STOCKPILE DETAIL SCALE: NOT TO SCALE SEAL PIPE OPENINGS W/ FLEXIBLE BOOTS (TYP.) 20" OUTLET \—#1 CONCRETE PIPING DISTRIBUTION BOX W/LIQUID LEVELER INSERTS BY FORT " MILLER OR EQUAL ,11.0 Ix NOTE: N DO NOT INSTALL TRENCHES IN WET SOIL, MIRAFI 140N FILTER FABRIC FLAKE SIDES AND BOTTOM OF TRENCH r' PRIOR TO PLACING CHAMBER(S). CAP ENDS TO FACILITATE PIPING. INSTALL IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS w BACKFILL WITH NATIVE SOIL. DO FLOW 0 Q NOT PERMIT ANY ROCKS OR f7V Q DEBRIS GREATER THAN 2 INCHES IN DAMETER IN BACKFILL. DO NOT OVER COMPACT, "WALK IN" BACKFILL. 24'p N I SMOOTH IRREGULARITIES IN THE EXCAVATION AND CLEAR ANY ROCKS OR DEBRIS GROUNDWATER, BEDROCK OR IMPERVIOUS FROM THE BOTTOM OF THE LAYER BED (TYP) SCALE: NOT TO SCALE TRENCH PROFILE 6" MINIMUM, 24" MAXIMUM. MAY USE EXTENSION COLLARS AS NECESSARY TO RAISE COVER WITHIN 12" OF FINISH GRADE. a INLET = o 5I1 �" 1 12" #2 CRUSHED STONE J CONC. BOX TO SIT LEVEL NOTE: PROVIDE LIQUID LEVELER INSERTS 2 .� SCALE: NOT TO SCALE 6' CENTER TO CENTER (TYP) SMOOTH IRREGULARITIES IN THE EXCAVATION AND CLEAR ANY ROCKS OR DEBRIS FROM THE BOTTOM OF THE BED (TYP) 0 m CAP ALL ENDS (TYP.) 4" PERF. PVC ASTM 02729 (TYP.) 4, 28' LENGTHS OF ARC 24 HIGH CAPACITY INFILTRATOR CHAMBER(S) AS MANUFACTURED BY INFILTRATOR WATER TECHNOLOGIES OR EQUAL. INSTALL AT A LEVEL SLOPE AUG 17 TOVVN 0 } Q G REMOVE APPROPRIATE KNOCKOUTS FOR PIPE CONNECTIONS PRIOR TO INSTALL ENDCAP(S) (TYP.) DISTRIBUTION BOX [(ACTUAL ORIENTATION MAY DIFFER, REFER TO SITE PLANS) FROM SEPTIC TANK JJJ'U�� 4" SOLID PVC, �4. ASTM 03034 (TYP.) SCALE: NOT TO SCALE Li.l n d O WCo >�0 CD r7 p CD 0 C° 3 1 Z OLIO p r 00 pOfio CL Ld m Q Gn n V) 00 Lj 2, 0WU) Lil r Li >� Ld co `S U r7 0 0 L Z L' 0 � Q�o_ B Z w iC a H a Q z E- �14 GT. C) E-� i W z O 0 � Z w E- �I N co I O z U nQ W O � � W W / �m rM W � Z �1W' W � (0 V J 0 PROJECT NO. 2305 DATE ,JUKE 13, 2023 SCALE AS NOTED s /? 1 1 1 SITE LOC'ATTO1'VMAP (10"aboceg vand) Notts Sak-- o IPFII/4" 1 t I t 1 Lands Now or Formerly of 1 I ' 1 r Thomas E. Jr. & Bobbi J. Harris 1 Book 5132 Poge 217 1 Z79.19-1-21 ' 1 �1'ti 1 I �ii 1 � JlPeil r anceIC12* 1 S15�9"B t _FW hSepammI 2zaq, !r! r A8ftWze+d 3Rad Rbwd "� II CX641.SB oft LJlr7it7Pallle Z0AWWRB0VR0fiWM- OW - Settiwcaics � Pry......»»..».».. »......�vr ��� «M Rehr »».»».»».».»».»»..�ov- 1. Boundaryrnf(orma& n &hornhence wasc mp!W fr m an actualfield surr+eycmducted on julyy8, -V= 2 North orientation and bex*igbadepermaprefimwcte 1. 3. Warms County hwpsmels2M.1,44 22 4. The lacahi of underground rarproveatelruts or encdrme7ruft ifany eadst oras&hownherae+ n arenotcardfield. T&wznaybe other - - -I II utibtie y, the exig4wice of whidr arse u nAvonn Size and location aLtall rm*rgrourrd utibffesmustbLe verirlred by the appropriate aut w.di tea The Underground FaciWesPhn�ve fhganizationmusibe nodfied pr'or tb canduciwg tmtborm&s, m=vaiicn and rredom 5. This survey was pmpamd widmt &e ber eSt ofan up to date abstract Oftitle: 6. Repmductia, orcop yrr>goftYuis doruawtmaybLe a vice of wpyrightlaw unless permiman ofthe auiborand/or aopyr4ht "der Is obtained! •� r �i r r i rr r r i r..:� r r v: r n r :, L Conveyance toLAan lArdudOEemybydee+dda&dFelbrrrary9, .3= Bledin the Wane, County aecb Oft e n Book 6561 ofDleeds stpoge293. MA.PREFERENCtFS 1. Map entitled Wap oflands ofL.P. Dl*e Gahm/ Chafte r & LLC; pepamd by WayneR RAyatcnd dated November16y 20X fik dm the Wanlert County clerks Office on L e ember 8, 2W4 "ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION." KRISTIN M. DARRAH 050803 aww ow onw C-0-3 0 O DATE I REVISIONS RECORD/DESCRIPTION .M51' low - 31.0, - ---- IA7r ZS'.S�air---------- - ---- SW Ili NB6�"W \ law car E\ () r � \ V7fiartae 1 1 Lands Now or Formerly of r Leah L. Barcomb ' \ f\ Book 4969 Page 117 r 279.19-1-Z3 � \ t � \ 1 � r � \ t 1 t DRAFTER' UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. 0 2022 Darroh Lond Surveying, PLLC APPROVED. JUM DRAFTED. W tWCr(74D,- AUM PROD. NO. 22140 3C'4LE: 1 "-W DATE: =42W LPAI-Zlr (6"a6om mrud) 1,J) h *� Lands Now or Formerly of Michael 0' Dell Book 1198 Page 305 Z79.15-1-86 (r9~8p=vd) ` ` S •� in � 402 Proposed -Blot Flan Fiepared fear Monsour Enterm ises, LLC T17WIV OF QUEMMURY WARR"COUNTY,, NEW YORK Da ,& Land Sui veybi& FLLC 59 Lake A venue, Lake Luzerne, New York 12846 Voice.- (518) IN"692 or (518) 654-9416 22140-2 MMET.• 1 OFI PROJNO.' 22140 f I — -a0 IPF2" — — _ _ 51TELOCATIONMAP (10"above ground) ' ' Not to Scale I t 1 ILands Now or Formerly of t t 1 I I I _ —4 1 IPFI-1/4" 1 1 r 1 Thomas E. Jr. & Bobbi J. Harris Book 5132 Page 217 279.19-1-21 Split Rail Fence Limits ofa n IPF 1/2 „ Gate odRoad (flush) OHW _ _ 501 °4431 " W �aHW 22.08' oHw�\ tt It oyW� 1 t Jl I / lj It MAPNOTES 1. Boundary. information shown hereon was compiled from an actual field survey conducted on July 8, 2022, final as -built was conducted on October 30, 2023. 2. North orientation and bearing base per map reference 1. 3 Warren County tax parcels 279.19-122. 4. The location of underground improvements or encroachments, if any exist, or as shown hereon, are not certified. There maybe other underground utilities, the existence of which are unknown. Size and location ofall underground utilities must be verified by the appropriate authorities. The Underground Facilities Protective Organization must be notified prior to conducting test borings, excavation and construction. 5. This survey was prepared without the benefit of an up to date abstract of title. 6. Reproduction or copying of this document may be a violation of copyright law unless permission of the author and/or copyrightholder is obtained. 7. A copy of this document without a proper application of the surveyor's embossed seal should be assumed to bean unauthorized copy. DEEDREFERENCE: 1. Conveyance to Daniel Michael OZeary by deed dated February 9, 2022, filed in the Warren County Clerks Office in Book 6561 of Deeds atpage 293. MAPREFERENCES - L Map entitled 'Map of lands of L.P. Daigle General Contractors, LLC prepared by Wayne R. Raymond, dated November 16, 2004, filed in the Warren County Clerks Office on December 8, 2004. 2. Map entitled 'Map of Boundary Survey lands now or formerly of Darz e]A ichael OLeary"prepared by Darrah Land Surveying, PLLC, dated June 16, 2022. "ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION." CFI 1V55025'15" W R354,73' C164.58' oHW� 1f ariW o"W Utility Pole o�yy, 1 °Nw �O /,, e`74' ` Lliue 1� oMW akw � KRISTIN M. DARRAH 050803 ZONING REQUIREMENTS.• Zoned ............................. I ..... MDR Lot Size ............................ —2 or I acre Minimum Lot Width ......... 100' Minimum Setbacks Front................--.....—.30' Side............................. — 25 Rear...................... . ......... 30' LEGEND ----------------------- OHW OHW OHW a PROPERTYLINE ADJOINERS PROPERTY LEVE SETBACK OVERHEAD WIRE UTILITY POLE IRON PIPE FOUND (IPF) CAPPED MONROD FOUND (CMF) NONMONUMENTED CORNER DATE I REVISIONS RECORD/DESCRIPTION Nlti �I I� I 1 r -" !-(-nnrrefP S 88°1529"E Page Wire Fence 275.51 ' 19.2t Underground 26.9+ Propane Tank Re >utd c\--------- ------ ---_A/C 25'Setback -- --- ---- Shed \ \\ Concrete 1 34.7t \\ porch Sidewalk j \. t _Woodt �s. Porch Framed j { Graver +~ House Area j l' Drive . 0.53 Acres t j � 1 cp li ti Basement Step Window Well t ! / -- ---- ---------- -- t O t 25'Setback------1 °tiw\ �t or,W / 0 A'86 3720" Fmk W { 126..08' o i CIRF on line C 4 Q ( vds) 9.4' to the Corner . clear i ` C;7 ouse ► \\ I 1� Lands Now or Formerly of 1 o� 1 Leah L. Barcom b ' � f °=4 \ Book 4969 Page 117 j 1 279.19-1-23 ► I i 1 � 1 t j V'N °y£ ► \ ` 1 1 DRAFTER I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. © 2023 Darrah Land Surveying, PLLC APPROVED KMD DRAFTED: RJT CHECKED: KMD PROJ. NO: 22140 SCALE: 1'=30' DATE: 11101123 Monument IPF 1-112" (6"aboveground) Lands Now or Formerly of Michael 0' Dell Book 1198 Page 305 279.1.5-1-86 (9"aboveground) Map of an As-flu-ilt survey Prepared for Monsour Enterprises, LLC TOWNOFQUEENSBURY WARREN COUNTY, NEW Y9RK N Darrah Land sulve,ving, PLLC 221402 59 Lake Avenue, Lake Luzern, New York 12846 Voice., (518) 798-4692 SHEET 1 OF 1 or (518) 654-9416 PROjNO.• 22140