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RC-0610-2022 f Office Use Only / PRINCIPLE STRUCTURE r,. PERMIT APPLICATI ON Permit#: —O(0l0" ZOLZ - Permit Fee:$ AO 1. 1 Town ofQuccnsbury Nill: 742 Bay Road,Queensbury, NY 12804 *Rec Fee:$ P: 518-761-8256 www.queensbury.net Invoice#: 7‘ttd Flood Zone? Y 6 Reviewed By: Ivls Project Location: 3 a $ C leder ciA to R D acS Tax Map #: 226• ta►- 1~ $a Subdivision Name: *TOWN BD.RESOLUTION 385-2020:$1000 recreation fee for new dwelling u_nits::s ingle=farnily,,duplexes/two-family, multiple family, apartments, condominiums,townhouses, and/or manu kol red OO&rnTo p 3la 2022 fikosmebut not mobile homes.This is in addition to the permit fee(s). PROJECT INFORMATION: iC'��, OF- QUEENSSUY Residential Commercial, Proposed Use: r- k __BUILDING& rr nr_cR X Single-Family: Two-Family , Multi-Family(#of units: ) 1. X Custom 2. _Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) Townhouse Garage (#of cars ) Business Office Retail Hotel/Motel Industrial Heated Warehouse/Storage Building Unheated Warehouse/Storage Building Amusement Ride Other(describe: ) MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1ST floor: d 1(p 1sT floor: �.a o 2"d floor: 2"d floor: 3rd floor: Total square feet: Basement(habitable space): Total square feet: 11,46 Principle Structure Packet Revised March 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ 3420I000 2. Proposed use of the building: Ka 3. If If Commercial or Industrial, indicate the name of the business: -3 4. Source of Heat: Gas Oil Propane V` 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 b(NO Explain, if yes: 6. Are there any easements on the property? YES 4' NO 7. SITE INFORMATION: 2 y a. What is the dimensions or acreage of the parcel? b. Is this a corner lot? YES _ NO c.Will the grade be changed as a result of the construction? YES d NO d. What is the water source? PUBLIC a PRIVATE WELL Lake. e. What type of wastewater system is on the parcel? ,-M—S43.1X-Re 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: U . CO CA) ^ 'Q SIGNATURE: U/` DATE: ID/2. 121— Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): D€ Ca r perCie41 LL C Mailing Address, C/S/Z: 3 cno (71)w a.. Q oa Cell Phone: ( S I Y ) 3` I I '1(� l Land Line: ( ) Email: nR,Ccr ?e.Ntr�OS cr,c,il . (ay.' • Primary Owner(s): Name(s): ROICotri Smc,.r. 16.N-c,.,� Mailing Address, C/S/Z: y l C 1:c icla D r:a t Cell Phone: ( S 14 ) 4t ( $? IS Land Line: ( ) Email: taer( - y3D ® aol . CC*" ❑ 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): `� Q Cc,r e_Nte L L C- Contractor Trade: t \c\kc- Mailing Address, C/S/Z: 39 Kc_lsowc.. �� Scl�c,� ��<<o�e N Y /ol fcy Cell Phone: ( ) 3c I I '70a Land Line: ( ) Email: O fg C�c t� ps ® rriu•' I **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Contact Name(s): £ i �f-. y P b cf'S Mailing Address, C/S/Z: l 9 Dee ! ��' L a/c 6e o✓- / ./t/y ,' ? Yr Cell Phone: ( Z ) $bS^ 5`S7/ Land Line: ) Email: Gcj hti S iP y4 4o0 , c Contact Person for Compliance in regards to this project: 1_' • Cell Phone: )SI ' 3 L 1 17 a a- Land Line: ( ) Email: g 5 Cc,r c •‘- 05- r14. I . C c '-i Principle Structure Packet Revised March 2022 • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): 1A C. 5pr,k5e..- Co`�S+r�`��.. L L C Contractor Trade: Co r‘c rc $ Mailing Address, C/S/Z: /,S SLo�:�(d ?� L a--e L ze. a e. j Y L)1 y Cell Phone: ( s/`6 ) r1 l ' ydk Land Line: ( ) , q , a Email: S Pro,e_r Co4crc* Icatoc.k'., co—) • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Din �� ^ C`' n“r,cf-„ L t C_ Contractor Trade: riL Li^ Mailing Address, C/S/Z: a 9-2`'e) V "`n" lc'^c Q-,e-e-1) ��,- /l�' y /.) Ot/ Cell Phone: ( 5i ) L3 $ Land Line: ( ) Email: & a-N. `15- 0- w, • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): A z r kIft S y SIG , 12 tc Contractor Trade: iA5uk't,;', Mailing Address, C/S/Z: 1nf TGrtftc wood, cif 56Lilt" (eq. 15 ; .v /.Lg 03 Cell Phone: ( I'S ) 3ct l ^ 36 7 6 Land Line: ( ) Email: a (ce) ado( -, . ne__� • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: Principle Structure Packet Revised March 2022 SEPTIC DISPOSAL PERMIT Office Use Only ' APPLICATION Permit#: - — kl-k o — Town ofC:Weensbury Permit Fee:$ Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.pueensburv.net Septic Variance? © N '€Cii r 4*,2i0ZZ„ Flood Zone? Y N Wetlands? Y N Reviewed By: Project Location: 308 Cleverdale Road Tax Map #: 226.12-1-82 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ ❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 3 110 330 Installed? (choose one) ❑ ❑ PARCEL INFORMATION: Topography ❑ Flat Rolling ❑ Steep Slope 9 % Slope Soil Nature ❑ Sand Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? 36" Bedrock/Impervious material At what depth? >50" Domestic Water Supply ❑ Municipal ❑ Well •Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: 12 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size Fuji 500 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 ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: 20'x22' Stone Bed Holding Tank System Total required capacity? ; tank size ; #of tanks Septic Application Revised July 2022 ie CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Robert&Jean Tarrant Mailing Address, C/S/Z: 41 Cliffside Drive Cell Phone: (518)461-8715 Land Line: Email: tarrant930@aol.com • Primary Owner(s): Name(s): (Same as Applicant) Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): Crandall Excavating, Inc. Contractor Trade: Excavating Mailing Address, C/S/Z: 63 Woodchuck Hill Rd Cell Phone: (518)470-4694 Land Line: (518)793-0431 Email: chriscrandalldigs@gmail.com **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): Hutchins Engineering PLLC Mailing Address, C/S/Z: 169 Haviland Rd, Queensbury, NY 12804 Cell Phone: Land Line: (518)745-0307 Email: LWDobie@gmail.com Contact Person for Compliance in regards to this project: Chris Crandall Cell Phone: (518)470-4694 Land Line: (518)793-0431 Email: chriscrandalldigs@gmail.com 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: Robert Tarrant SIGNATURE: DATE: Septic Application Revised July 2022 TF � TOWN OF QUEENSBLIRY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Vlf S Plan to scale -CI Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and U rchitects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) 1 Lel All wells on property and adjacent properties shown . &Water line shown Municipal or well 10'separation to any part of system ,.r b Setback to property lines show 10'or more for any part of system - VOL.(' i A-''� c -- r , �D Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline AID Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) v �l .a 4''SSeptic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each (.1't S Leech Field 20'from foundation 100'from any well 10'from water line PIA Seepage pit 150'from well 50'from septic tank KI A Seepage Pits 3-times diameter apart ,l.(b Septic tank and pump stations over 30 gallons 50'from watercourse or wetland r Vaelcv+-Ne-e---/ —I`VS distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George I� � S Leech field 100'from watercourse or wetland t J-6 Toe of mound or bottom of retaining wall 10' from property line 100'from well 20'from (1C_/ Foundation l `G SProvide Engineer/Architect stamp for bed or design systems c-/-A Department of Health Approval for all mobile home park new systems Flood Plain requirements 1%.1!!1 2'above established flood elevation to bottom of system rib All tanks anchored or 2' above flood elevation Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) (4�S Two (2) full sets of plans (A S Over 1,500 sq. ft. requires engineering stamp Design loads on plans: 115 Wind Floor Loads 40 psf (J ,S (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for windows/Tempered glass in bathrooms 1 r,J Door schedule/Main entrance 36" door - Emergency Escape or Bedrooms & Habitable Space Above-grade: 5.7 sq. ft. (A.*, Grade: 5.0 sq. ft. (j'-t 3 24" (h) x 20" (w) minimum cl-c/S 44" maximum height above door Window control devices 24" or less 2nd story or 72" above grade ,JA Egress window from basement 5.0 sq. ft. l,l-vf Floor system sizing per table 502.3.1 Residential check ERI or Prescriptive method /A Driveway length: 300' or more-12' width required/500' or more,turnaround required i-ej Foundation drainage on plans, if required 6" drop in 10' exterior grade ftf Framing cross section for each roof line, vertical fire stopping every 10' where required/joist spans pg. 127 Ice &snow shield—24" from exterior wall Platforms at exterior doors te-/ Stairway headroom 6'8"; all stairs 36" width Cif Stair run and rise NS � Winder run and rise Spiral stairs meet requirements Smoke detectors—battery backup & proper location, interconnected i jl Bathroom fixtures—proper clearance D_ Hall width-36" width Handrails more than four risers on open sides 65 Railing &guards >30"/basement stairs included/closed risers more than 4" in height Safety glazing notes for required areas J� Garage fire separation: %" gable end/5/8" under living space &1/2" on walls/20 min. door / and closer i•JAk Garage floor sloped Attic access: gasket seal & R-value equal to roof insulation Roof over 30"—22" x 30"/Crawl spaces 18" x 24" access Continued on back 4 4 Residential Plan Review Revised October 2021 NATURAL LIGHT,VENTILATION&EMERGENCY EGRESS CALCULATION SHEET (please complete if details are not provided on plans) Project Location: J0-0__.v"E.`kR.•UN Lt.- IZOAO ' Primary Owner(s): -�� --- - � � . N t+-: N ui O kp N Habitable Sq.Ft. Required Actual Required Actual Sq.ft. C ' Rooms of Light Light Ventilation Ventilation opening r-I Room (8%of rm.) (sq.ft.) (4%of room) (sq.ft.) for Egress CO i , , [f. -PILO.ra t&_‘ I ,.9, 14.4 6.e6i (5- 19— 9//76") 'V >.. QLI n1- a) 1-1 43. > -en C au , rl U P`F _:._-,-) N to— r Z il • cr.o W0i Cr) --, PI ® `�,dd . c. t, u ; firmB Ci, i ' • Principle Structure Packet Revised March 2022 n- L f :1 . Y` N WO tu N nd � Code analysis (2020 International Residential Code NY State) < ei N Tarrant Summer'Residence, 308 Cleverdale Rd, Queensbury,NY 12804 alto a „i_: Warren County criteria 3 CU (D di co = hi First& second floor live load 40 psf '< Q. 70 0 Ground snow load 60 psf m Cr..n 73 A " Flat roof snow load 51 psf p O Pitched roofs snow loads: N 1 O P 10/12=39 psf, 8/12 =43, 3/12= 50 rn C Structural dead loads actual material weights , N Wind speed Vut 115 MPH Wind speed Vasd 90 MPH �`P '\ Wind exposure category B y y', Seismic design criteria B � _•, '''x \ .. '' . �. a 1 Weathering area severe �4 ; e.a, :`' x. Frost line depth minus 4'-0" G: u rt:�. �,q '\, Termite area moderate/heavy 0' {1`: ` ;:', iI\ Decay area slight/moderate �'moo' 4V,., :. Winter design area Zone 6 Construction type detached, 1 family Heating type electric baseboard REScheck 4.6.5.1 passes General Notes: • The dwelling shall be tested by means of a"blower door"procedure and verified by an approved third party, as having an air leakage rate not exceeding three air changes per hour,testing per ASTM E779 or ASTM El 827 and reported at the pressure of 0.2 inch of W.G. (50 Pascals) • The dwelling shall have a whole-house mechanical ventilation system. Provide a 60 CFM(cont. run spec) exhaust fan in a bathroom or 2nd floor hall; vented to the exterior. y __ Provide an exhaust fan controller which allows for continuous run, delayed shut-off, or a = set number of minutes per hour. The occupant may also flip the toggle switch to activate . the fan when needed; or turn off completely when the dwelling is unoccupied. • A kitchen range hood with a capacity of 400 CFM; or larger, shall be supplied with a make-up air supply. rSiOr r ./pi-Energy Recovery Ventilator FV-04VE1 [SENT/LAT/ON FAN Specification Submittal Data/Panasonic Ventilation Fan Two 4"ducts r Description Grille: -=�% �. I (i ; UL listed ceiling or wall mount Energy Recovery •Attractive design using ABS material. n�` / �%i Ventilator provides a tempered air supply, •Attaches directly to housing with torsion (' �� • humidity control,and a balanced amount of springs. , exhaust to help maintain neutral pressure Warranty: Ie� � 'I throughout the home.Panasonic ERV shall �—�� 9 •All Parts:3 Years from original purchase date. L . ir not be installed in a bathroom.Only one unit is ? / needed for a 1,750 sq.ft.2 bedroom home to Architectural Specifications: 16=.� meet the ASHRAE 62.2 ventilation requirement. ERV shall be ceiling or wall mount type with no Motor/Blower: less than 40 CFM on the exhaust port,30 CFM on the supply port,and no more than 0.8 sone •Fully enclosed AC condenser motor rated for as tested in accordance with HVI 915 and 916 � continuous run. standards at 0.1 static pressure in inches water ��' /;.m,, •Power rating shall be 120 volts and 60 Hz. gauge.Power consumption shall be no greater •Two highly efficient blower wheels running on than 23 watts.Apparent Sensible Effectiveness for heatingshall be no less than 66%at 30 Optional Exterior Wall Cap and Elbow Accessories single motor for lower power consumption and FV-04VE1 (see next page) decreased noise. CFM net air flow under 32°F(0°C)as tested in •Motor equipped with thermal cut-off fuse accordance with CSA-C439.Total Recovery control. Effectiveness for cooling shall be no less than ERV Core Technology: 36%at 29 CFM net air flow under 95°F(35°C). Housing: The supply port damper shall close below 20°F •Indoor and outdoor air passes through •Rust proof paint,galvanized steel body. (-7°C)to prevent freezing of the core.The motor Panasonic's capillary core technology. • •Dual 4"intake and exhaust ducts. shall be totally enclosed,AC condenser type This process tempers supply air while •Built in backdraft damper on exhaust duct. engineered to run continuously.Power rating transferring moisture and energy. shall be 120v/60Hz.Duct diameter shall be no •Built in Frost Prevention Mode prevents the •Filters on supply and exhaust air extend the less than 4°.ERV can be used to comply with core from freezing.Frost Prevention Mode life of the ERV core. ASHRAE 62.2,LEED,IAP,California Title-24, is free of interaction and operates without •Expandable mounting bracket up to 16"on and WA Ventilation Code. intervention. center. Specifications:WhisperComfort FV-04VE1 m 0.50 3 Air Volume Setting 40 CFM 20 CFM 10 CFM 5 Static Pressure in inches w.g. 0.1 0.1 0.1 0.40 FV oavEi —(Exhaust) Exhaust Air Volume(CFM) 40 20 10 Fv-04vE1 Supply Air Volume(CFM) 30 20 10 0.30 —(Supply) :3 --.20 Feet Noise(sones) 0.8 <0.3 N/A —40 Feet _ Power Consumption(watts) 23 21 17 0.20 ./„ --60 Feet --80 Feet Speed(RPM) 1479 1292 1095 . �i 100 Feet Current(amps) 0.15 0.10 0.09 0.10 Power Rating(V/Hz) 120/60 Apparent Sensible Effectiveness for Heating 66%at 30 CFM and 32°F(0°C) 0.00 �"'qY- , - - - - - - --- - - -•-- - -- - 0 10 20 30 40 50 60 Total Recovery Efficiency for Cooling 36%at 29 CFM and 95°F(35°C) Airflow(CFM) For complete Installation Instructions visit us.panasonic.com/ventfans Model Quantity Comments Project: Location: Architect: Engineer: Contractor: Submitted by: Date: Panasonic Eco Solutions North America Eco Products Division Two Riverfront Plaza Newark,NJ 07102 us.panasonic.com/ventfans FILE COPY "p. c °` us Panasonic VF11081SS-04VE1 74. 14fl" IMJI7iJ2?ff Energy Recovery Ventilator FV-04VE1 Specification Submittal Data/Panasonic Ventilation Fan (Continued) Optional Accessories Optional Exterior Wall Cap Apo r,11 6No , Exterior Wall Cap FV-WCO4VE1 polypropylene wall cap with styrofoam adaptor allows both exhaust(from the right)and supply(from the left)airflow through a 5.5"-5.75"hole in the building envelope.The dividers inside the bottom portion of the Y shape chamber and the new wall cap help prevent cross contamination. Optional Elbow Exterior Wall Cap and Elbow Used a'Dia. Together i "mot 5"Dia. ui • 111111 Vleir Maw 4=1 Elbow FV-EBO4VE1 styrofoam elbow connects to the Y shaped adapter of the exterior wall cap to help simplify wall installation.The elbow also features double chambers for exhaust and supply air to help prevent cross contamination. • Panasonic Eco Solutions North America Eco Products Division Two Riverfront Plaza Newark,NJ 07102 (kid) cOut Panasonic VF11081SS-08VE1 AP 301 Apar WATER-SHIELD ROOF & FOUNDATION COATING DATA SHEET DESCRIPTION: APOC 301 Water-Shield Roof & Foundation Coating is a TYPICAL PHYSICAL&PERFORMANCE CHARACTERISTICS: liquid applied,asphalt based coating.It is designed to penetrate and restore Solids Weight >45% worn roof surfaces, foundation block, and above or below grade exterior walls.Coating is reinforced with fibers to provide a tough durable finish. Solids Volume >43% This coating provides an ideal base coat prior to application of reflective Viscosity 10,000—18,000cps coatings.Can also be used to seal and protect underground wood footings and metal surfaces.Dries black in color. Density 8.76 lb/gal PREP THE AREA:Remove all dust,dirt,and debris.Pressure wash surfaces Remulsibility None if possible for best results.Patch all cracks or seams with APOC 109 Roof Cement.Remove all rust or loose paint from metal surfaces.This product Cold Temp.Flexibility @ 18°C=Pass can be applied to slightly damp surfaces,but do not apply to wet surfaces or Consistency Brush,spray or roll if rain is expected within 24 hours.On foundations apply only over concrete and masonry that has properly cured and set.Product can be coated with a Application Temperature 55°F—110°F reflective coating 7 days after initial application. Adhesion to Polyurethane Excellent APPLICATION:Use brush or roller to spread across surface of foundation Skin Time(50%relative humidity,70°F) 2—6 hours or roof. Apply when temperatures are a minimum of 55°F and rising. COVERAGE RATE: This 5-gallon pail covers 350 sq. ft., per coat, over Full Cure(50%relative humidity,70°F) 24-48hours masonry and roof surfaces,depending on texture and porosity of surface. Clean-up Tools Soap&Water Two coats are recommended. CLEAN-UP:Clean up wet coating with water before it dries.Tools should be cleaned with paint thinner or mineral spirits. PRECAUTIONS: Protective clothing and eyewear should be used during Approx.Shipping Weights:(Note:All approx.weights include container) application of these products.When transporting this product,ensure that 4.75 gallons(18L) 44 lbs. lid is tight and pail secure and upright.Do not allow pail to tumble as this may cause lid to loosen and leakage to occur.Do not transport on passenger seats or inside the passenger compartment of any vehicle.Store product in the cargo area of vehicle, and secure over protective cloths to prevent damage due to accidental spills.Do not store at temperatures above 100°F. VOC:<50 g/L This manufacturer also disclaims liability for flat surface application where (regulatory) poor drainage or ponding water may prevail.Do not reuse empty containers. Do not use in drinking water or food systems. ©2022 Gardner-Gibson,Inc. Manufactured by/Fabricado por: Gardner-Gibson,Inc. P.O.Box 5449,Tampa,FL 33675 See SDS for more information. ICP Building Solutions Group•P.O.Box 5449•Tampa, Florida 33675-5449 + 'MADE � Phone:(813)248-2101 • Fax(813)248-6768•www.apoc.com � IN THE YAiH GLOBALLY SOURCED MAIEAlAlS. D-22 co FUJITSU SUBMITTAL 45RLXFZ ' Inverter Driven Heat Pump 4S,000 BTU Multi Zone System Job Name Location Date Engineer Approval Submitted To Construction Submitted By Unit No Reference Drawing No PRODUCT FEATURES •Operate as few as one indoor unit or all indoor units ' 1,-- -Operate Mix&match from 4 indoor unit styles = �. •Blue-fin condenser coil coating III1111ij1i i 11111111 111sii111!1'- FtiJI75U:" " s 'r11Iihll l II 11II ' l .. . f 1 -zl1}11I111i)II Mill II Illiiillir ill;I - ',; , I 1 t 11191111111111 i!!i 1''11111 I �I h AI n 6111�1I11 11I '`- : -;t' f", ' F i LE C SJ�� i. II,III``I II III In ut iir III h ; -- ~? iilSt!I��IIIIIIIIII �� '' I III IIIIINi ; _..- .LII;L'u`p B 5111 ii11,1litil- i MODEL NUMBERS Warranty Information ,System ----- 45RLXFZI Outdoor Unit __,_-`____ AOU4SRLXFZ� - Indoor Unit I Non-Ducted 1 Ducted I Mix j 'ear EFFICIENCIESf-Y ear (SEER I 19.7 17 7; 18 7 ; '•^, 7 Year Compressor,5 Year Parts out-of-the-box Warranty EER [ ! WARRANTY -- 10.51 9.8i 10.2 HSPF - 10.3I 9.3�----- 9.8 ' - COP kW/kW 1 3.61 3.461- 3.53 8 Btu/hW 12.31 " 11.81 12.0 •" • OUTDOOR TEMPERATURE`OPERATION RANGE _ :. N, ' 10 Year Compressor,10 Year Parts Warranty when registered within 30 'Cooling 14 to 115(-10 to 46) Heating •F(C) f - days of installation in a residence 5 to 75(-15 to 24) CAPACITIES Total Capacity Range j _ 34,000 to 54,_000 Btu/hl Cooling peed - __-- 45000{ �l 12 Year Compressor,12 Year Parts Warranty when registered within 30 - 'Min.--Max. BTU/hW 12,000-48,000 11 days of installation in a residence,and installed bya Fujitsu Elite _- Rated 1 --- _ , -''• 1 Heating ' 48000 � �, contractor jMin.-Max. r 12,000-54,000 LINESET'REQUIREMENTS FAN DATA 'Connection Method I i Liquid-'Connection - --- - -" Flare! Outdoor Unit (Cooling CFM(m3/h) I- --"-- ---__2.472 4,20D i Gas— - in(mm) I----- - -_ Q1/4(06.35)x 5 (Airflow Rate (Heating 2,472(4,200)� Pre-Charge Length Ft(m) - j 03/8(09.52)x 3+01/2(012.70)x 2 CONNECTABLE INDOOR UNIT -_-_ _ 164(50) Slim Duct(ARU)j Maximum Length - 262(80) 1 ------------------------------- Maximum Length Each - -" — Wall Mount(ASU)I 82(25) (TYPE --- - Compact Cassette(AUU)Minimum Length i 49(15) ' Minimum Length Each - - - " - - -- Floor Mount(AGU), 16(5) NUMBER --- --- ,--- -- -� - - -- --- 2 to 5 Max.Height Diff. ----- 49(15) 000TDOOR DIMENSIONS&WEIGHT 1 Net(H x W x D) 1 in 39-5/16 x 38-3/16 x 14-9/16 mm -- - - -998 x 970 x 3701 Gross(H x W x D) 1--��---- - -45-3/4 x 4_5-1/4 x 18-13/161 — - 1,162 x 1,150 x 4781 [Net Weight -.- - - 205(93) ------ ------------- 1 (Gross Weight I lb(kg) — 229(104)' SOUND PRESSURE !Outdoor Unit 1Heating --1 dB(A) ------ --I - - - - 9-- L - �- 551 c Outdoor Unit ETL#: 91987 Intertek Due to continuous product improvements,specifications are subject to change without notice. Please log in to the Fujitsu Portal for the most up-to-date documentation Effective Date: 10/16/2019 Version 45RLXFZ-2019A https://portal.fujitsugeneral.com Fujitsu General America,Inc.•353 Route 46 West.Fairfield,Nj 07004•Toll Free:(888)888-3424•www.fujitsugeneral.com co F • UJITSU SUBMITTAL_ASUHO9LPAS a/cyo i ' Inverter Driven Heat Pump 9,000 BTU Wall Mount Type Job Name Location Date Engineer Approval Submitted To Construction Submitted By Unit No Reference Drawing No PRODUCT FEATURES •Wireless Remote Controller Included *Minimum Heat Mode •Automatic Airflow Adjustment -Auto/Cool/Dry/Fan/Heat/modes *Weekly&24 Hr Timer •Powerful&Economy Mode *Auto Changeover •Cold Air Prevention MODEL NUMBERS Warranty Information Indoor Unit _ l---- ASUH09LPASf 'Nominal Capacity - - ---- 9 000j f ear LINESET REQUIREMENTS _ - Compressor 'Connection Method; Flare! wear 7 Year Compressor,5 Year Parts out-of-the-box Warranty !Liquid--_ 01/4 P:: Gas m(mm) _-----._--_-- --.__.---_--_- (06.35)Ii VlARRANTT I -- ---- - I - - - 03%8(09.52)1 Material i PP+HDPEj Drain hose lin:--.._._----- ------------ - -------- --..-_-- --__- - _ 017/32(ID.),019/32 to 21/32(O.D.) / 1mm 013.8(I.D.), 015.0 to 16.8(0.D.) YEA' 10 Year Compressor,10 Year Parts Warranty when registered within INDOOR DIMENSIONS&WEIGHT ,,le ;,p; '' r 60 days of installation in a residence !Net(H'x W x D) --- ------ -_-__ 10-5l8.32 13I16.8 3/4 imm /8.32 8 . - - - r - - 270.834.222 Net Weight ) 'tn mm -I- -_---_---277.914.3321 12 Year Compressor,12 Year Parts Warranty when registered within � ---- _ _ 10-7/8 36 13 1/16 Gross H x W x D g lb(kg) _ 21 (9.5)1 60 days of installation in a residence,and installed by a Fujitsu Elite Gross Weight I 26(12.0); ut contractor ELECTRICAL SPECIFICATIONS (!Voltage/Frequency/Phase I 208/230 V-60 Hzi Volta e,Ran e - -- . - _ol a e -9 -I - ) 187-264 V1 ENCLOSURE Running Current I _ A __ _ 0.21 1 Material Polystyrene; 21 Input Power 1 W - Enclosure SOUND PRESSURE I Color I White 2 ACCESSORIES ;High _ ; 301 IUTYRNRUZSeries Wired RemoteControlleri 1 II-Medium Cooling UTY-RSRY Simple Remote Controller! Low --_---- _--j Z9 UTY-RHRY I Quiet -- - * Simple Remote Controller] Indoor Unit t '- _ dB(A) 21 ;UTY-TWRXZ2 Communication Kit; IH�9h 42 I UTY-TF5XF1 i - -- - Wireless LAN Interface; Heatingow . --- ' 361 UTY-TTRXZI vT MODBUS Converter ;Medium I 24 tat Interface: I___._ 311 UTY-VMSX 'Quiet - 22; 'FJ-AC-BAC-1 L BACnet Ga_tewa FAN DATA UXWZX TY - - yi External Connect K it ! [High � 412(700), *Required to connect wired remote controller to indoor unit. ;Cooling 'Medium 253(430)cdium 1 ! 330(560) i. , i. Quiet.... ]Airflow Rate CFM(m3/h) 188(320) High 441 (750)' !Medium 359(610) j ]Heating - Low 277(470) - - - 1 ;Quiet - 194(330) Eid.$ Due to continuous product improvements,specifications are subject to change Intcrtek without notice. Please log in to the Fujitsu Portal for the most up-to-date Effective Date: 2/9/2022 Version ASUHO9LPAS-2022A documentation https://connect.fujitsugeneral.com Fujitsu General America,Inc. •340 Changebrige Rd,Pine Brook,NJ 07058•Toll Free:(888)888-3424•www.fujitsugeneral.com FUJITSU SUBMITTALASUH12LPAS Halcyon*' Inverter Driven Heat Pump 12,000 BTU Wall Mount Type Job Name Location Date Engineer Approval Submitted To Construction Submitted By Unit No Reference Drawing No PRODUCT FEATURES *Wireless Remote Controller Included •Minimum Heat Mode *Automatic Airflow Adjustment -Auto/Cool/Dry/Fan/Heat/modes ,\ •Weekly&24 HrTimer -Powerful&Economy Mode •Auto Changeover -Cold Air Prevention MODEL NUMBERS Warranty Information Indoor Unit ASUH12LPASI --------- Nominal Capacity - - ,12--- LINESET000•'REQUIREMENTS _ - _'Near Compressor ctton Method j Flare're .i-Year 7YearCompressor,5 Year Parts out-of-the-box Warranty Liquid 01/4(063S)� "I -in(mm) WARRANTYGas 03/8(09.52)i Material 1 - _- PP+HDPE Drain hose 'in--- �- 017/32(IA.),019/32 to 21/32(0.D.); 0- ,mm I 013.8(I.D.), 015.0 to 16.8(O.DX YEA t, 10 Year Compressor,10 Year Parts Warranty when registered within INDOOR DIMENSIONS&WEIGHT ;•y;, ,,.a•f i 60 days of installation in a residence Net(H x W x D) Iin --------------._-__- 10-5/8 x 32-13/16 x 8 3/4 (- --- imm I 270.834 x 2221 Gross(H x W x D) {m _ 10-7/8.36=13-1/16 m Im - 277 x 914 x 3321 12 Year Compressor,12 Year Parts Warrant when registered within • Net Weight - Y 9 I^Gross Weight - lb(kg) --__ _ _._ 22(10.0)1 60 days of installation in a residence,and installed by a Fujitsu Elite g ! 29(13.0)1 •��1�1,;- ... ' contractor ELECTRICAL SPECIFICATIONS Voltage/Frequency/Phase -1 208/230 V-60 Hz!: Voltage Range -- 187-264 VI ENCLOSURE. IRunning Current A � --- — 0.24 Material i ,Enclosure --- Polystyrene! Input Power ' W - SOUND PRESSURE 26� Color hire- ACCESSORIES High - ! _ 401 i UTY-RNRUZ Series -i Wired Remote Controller, !Medium — Simple Remote Controller, Cooling �._ 35: 1 U1Y-RSRY [Low i 30' 'UTY-RHRY _leRemote -1 Indoor Unit IQuiet 1 I - - - * --------.__ Simple Controller: ---. _ 211 UTY-TWRXZZ Communication Kit I dB(A)high 42' iUTY TFSXFI r Medium ` IAN ace. 'Heating 1Me um- 1 j - 38i1 IUTY-TTRXZI j 4 Thermostat- o 'Low i 33' iUTYVMSX lnterface Wireless !Quiet VMODBUS Converter: 24 22i 1 -AC-BAC-1L AC FAN DATA _ __I __ _ _ .- _ ' BACne[Gateway External Connect Kit; UTY-XWZX High I 412(700)1 *Required to connect wired remote controller to indoor unit. Cooling Medium 330(560)1 ( Low I 253 430 1 AirFlowRate I -._ _ - -__!Quiet CFM m3/h 182(31) ! !High ..-j ( ) 453(770) Heating Medium i j 377(640) 1 1 Low 306(520)j - - -i - - Quiet i 182( ) `11 cc Due to continuous product improvements,specifications are subject to change tntertek without notice. Please log in to the Fujitsu Portal for the most up-to-date Effective Date: 2/9/2022 Version ASUH12LPAS-2022A documentation https://connect.fujitsugeneral.com Fujitsu General America,Inc.•340 Changebrige Rd,Pine Brook,,NJ 07058•Toll Free:(888)888-3424•www.fujitsugeneral.com JUJITSU SUBMITTAL ASUHI 5LPA5 Ha/cy®n- Inverter Driven Heat Pump 15,000 BTU Wall Mount Type Job Name Location Date Engineer Approval Submitted To Construction Submitted By Unit No Reference Drawing No PRODUCT FEATURES *Wireless Remote Controller Included *Minimum Heat Mode •Automatic Airflow Adjustment •Auto/Cool/Dry/Fan/Heat/modes i *Weekly&.24 HrTimer E • *Powerful&Economy Mode •Auto Changeover *Cold Air Prevention ,, .mow • • MODEL NUMBERS Warranty Information -- Indoor Unit ASUH15LPAS Nominal Capacity ) 14,000 LINESET REQUIREMENTS Connection Method `ear —_I Flare! Year 7 Year Compressor,5 Year Parts out-ofthe-boxWarranty Liquid _in(mm) - - -. 01/4(0635), WARRANTY �s r -- - - 01/2(012.7� { -- - -- PP+HOPE Drain hose i____ ___ 017/32(LD_),019/32 to 21/32(O.D.)I „IQ.. !mm i 013.8(I,D.), 015.0 to 16.8(0.D.), YEA 10 Year Compressor,10 Year Parts Warranty when registered within INDOOR DIMENSIONS&WEIGHT ,;!•:;;,:•. 60 days of installation in a residence Net(H x W x D) Iii°--------- 1_.. 10-5/8 x 32-13/16 x 8-3/41 - mm _ 270x 834 x 222• !Gross(H x W x D) in --.- --f_ __-_. _ 10-7/8 x 36 x 13-1/161 I mm , 277 x 914 x 332; 12 Year Compressor,12 Year Parts Warranty when registered within !Net Weight ------ - �---- ---- -------- � . . tY 9� lb(kg) 22(10.0) . . 60 days of installation in a residence,and installed by a Fujitsu Elite ;Gross Weight - Z9(13.0)1 G_ i� contractor ELECTRICALSPECIFICATIONS - - (Voltage/Frequency/Phase 208/230 V-60 Hz! !Voltage Range -_ 187-264 V ENCLOSURE 'RunningCurrent ' A - — i __I_ 0.351 ! Material Polystyrene; !Input Power — Enclosure SOUND.PRESSURE 42j Color White ACCESSORIES High I I - 431 ;UTY_RNRUZSeries ! _ Wired Remote Controlleri Cooling Medium- _! 361 IU1Y-RSRY Sim le Remote Controller, Low I C 30 C P UTY RHRY Simple Remote Controller !Indoor Unit -----__---Quiet - t 211 !UTY-TWRXZ2* — cat Hi h dB A 1 - • Communication Kit f9 .----- O 44! t UTY-TFSXFI ' Wireless LAN Interface t Medium ! ----- ._---- Heatin 391 UTY-TTRX21 --- - -. r ' 9 Low ----- ..._ 24VThermostat Interface• I !Quiet ! 33 f U1Y-VMSX MODBUS Converter 24 ;FJ-AC-BAC-1 L - FAN DATA 1 .__ -_ "- .t -__. BACnet Gateway1 LUN-XW External Connect Kit' [High I I g -__-_ 453(770)I *Required to connect wired remote controller to indoor unit. Medium !Cooling 353(600); 'Low 265(450)' !Airflow Rate Qulet CFM(m3/h) 182(310)! I ( 'High 483(820)1 I IM Low 388 660edium )I Heatin ! 88 306(520)1 - _ 200(340) Quiet • ( s w Due to continuous product improvements,specifications are subject to change Intertek without notice. Please log in to the Fujitsu Portal for the most up-to-date Effective Date: 2/9/2022 Version ASUH15LPAS-2022A documentation https://connect.fujitsugeneral.com Fujitsu General America,Inc. •340 Changebrige,Rd,Pine Brook,NJ 07058•Toll Free:(888)888-3424 •www.fujitsugeneral.com DINGMAN CONSTRUCTION, L.L.C. 2 QUEEN DIANA LN QUEENSBURY,N.Y. 12804-9511 (518)232-7837 TARRANT ELECTRIC HEAT PROPOSAL: Conditioned Spaces: -Kitchen / 100 sq. ft. / 1000 watts -Dining Room / 192 sq. ft. /2000 watts -Master Bedroom / 144 sq. ft. / 1500 watts - 1st fl. Bath / 40 sq. ft. / 500 watts -2nd fl. Bath / 40 sq. ft. / 500 watts -North Bedroom / 168 sq. ft. / 1750 watts - South Bedroom / 144 sq. ft. / 1500 watts Thermostats: -Kitchen/Dining Room /(1)wall stat -Master Bedroom /(1)wall stat - 1st&2nd fl. Bath's /(1)baseboard end stat each -North Bedroom /(1)wall stat - South Bedroom /(1)wall stat Equipment: - Steel Element type,240/208 volt, "Markel"type baseboards and thermostats or equivalent(dependent on availability) Overview: - 1st fl. conditioned space =476 sq. ft. Proposed Heat =5000 watts -2nd fl. conditioned space =352 sq. ft. Proposed Heat =3750 watts , 0 1 Generates! by REScheck-I/IWeb Software ' Compliance Certificate 00 5 (D f N LE Q Project Tarrant Summer Resident. FI n' d 00 m = N 3 Energy Code: 2018 IECC D ,�' a ea Location: Lake George, New York ki320221 � � pca.1 NC Glazing Area 9/o 01 Climate Zone: 6 (7377 HDD) TOW I Permit Date: guj�®��ClE�fLBSS1IRY O Permit Number: NG�` I:ODES rn N O to N Construction Site: Owner/Agent: Designer/Contractor: �„ N 308 Cieverdale Road Robert&Jean Tarrant Curtis Dybas Queensbury, NY 12804 41 Cliffside Drive 19 Deer Run Saratoga, NY 12866 Lake George, New York 12845 518 461 8715 15185055591 tarrant930@aol.com cdybas@yahoo.com Compliance: Pases using IJA trade-off Compliance: 11.0%Better Than Code Maximum UA: 164 Your UA: 146 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 meetrlshevi 'rr�teTri,epk insulation R-value and depth requirements. ENERGY CODE COMPLIANCE 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 412 38.0 0.0 0.030 0.026 12 11 Ceiling 1: Cathedral Ceiling 138 38.0 0.0 0.027 0.026 4 4 Wall 1:Wood Frame, 16"o.c. 1,494 21.0 6.0 0.041 0.045 53 58 Door:Solid Door(under 50%glazing) 46 0.110 0.300 5 14 Window 3:Vinyl Frame 7 0.320 0.300 2 2 Window:Wood Frame 84 0.290 0.300 24 25 Window 1:Wood Frame 55 0.300 0.300 17 17 Window 2: Wood Frame 13 0.110 0.300 1 4 Wall:Solid Concrete or Masonry 197 0.0 15.0 0.056 0.060 11 12 Crawl Wall: Masonry Block w/Integral Insulation Wall height:4.0' 424 0.0 15.0 0.054 0.055 17 17 Depth below grade: 3.0' Insulation depth:4.0' Project Title:Tarrant Summer Residence Report date: 08/17/22 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandatory requirem list d in the REScheck Inspection Checklist. rJr t o. i�- Cl..e..t.C-J , _-�.-s 08 • l 7. 22 Name-Title i Signature Date v`.�E,R E0 q*P • a ; rA c co • Lèr la / O,r�• , riff STot- Project Title:Tarrant Summer Residence Report date: 08/17/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web i" i 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 Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, :Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the e building envelope.Thermal :' ❑Not Observable envelope represented on ❑Not Applicable construction documents. i 103.1, Construction drawings and :❑Complies 103.2, documentation demonstrate ;❑Does Not 403.7 :energy code compliance for [PR3]1 lighting and mechanical systems. :, ❑Not Observable , ;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 403.7' :sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 :on loads calculated per ACCA Cooling: Cooling: :��; . •Manual J or other methods : Btu/hr Btu/hr ❑Not Observable approved by the code official. ,❑Not Applicable Additional Comments/Assumptions: • nHigh Impact(Tier 1) -FYI Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Tarrant Summer Residence Report date: 08/17/22 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.2.11 'Unvented crawl space wall , R= R- ❑Complies See the Envelope Assemblies (F07]1 insulation R-value, : R- R- ❑Does Not table for values. ?l .❑Not Observable ❑Not Applicable 303.2 'Unvented crawl space wall ;❑Complies (F08]1.. ;insulation installed per _:.:.: . ❑Does Not �� 'manufacturer's instructions. ' ❑Not Observable ❑Not Applicable 402.2.11 :Unvented crawl space continuous ...; OComplies [F09j' vapor retarder installed over ODoes Not ,6 .exposed earth,joints overlapped ❑Not Observable ,by 6 in.and sealed, extending at least 6 In. up and attached to the ;❑Not Applicable wall. 402.2.11 ;Unvented crawl space wall __in. In. ;❑Complies See the Envelope Assemblies [F010]1 insulation depth of burial or Not table for values. `� distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 'A protective covering is Installed .'❑Complies [FO11]2 :to protect exposed exterior ❑Does Not �_,,,. ;insulation and extends a minimum of 6 in.below grade. ,❑Not Observable , , ,. ,, ❑Not Applicable 403.9 Snow-and Ice-melting system ❑Complies [F012]2 controls installed. ❑Does Not ki ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Tarrant Summer Residence Report date: 08/17/22 Data filename: Page 4 of10 • Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402,1.1, Door U-factor. ' U-__ U- '❑Complies See the Envelope Assemblies - 402.3.4 ❑Does Not :table for values. [FR111 :Not Observable Sri , ONot Applicable 402.1.1, Glazing U-factor(area-weighted : U- U- ::Complies •See the Envelope Assemblies - --- -- 402:3.1; --average). Does Not table for 402.3.3, 402.5 ONot Observable [FR2]1 ONot Applicable • 303.1.3 U-factors of fenestration products.`..,,` :_< ❑Complies [FR4]1 are determined in accordance '':'.❑Does Not J with the NFRC test procedure or ;: ".; :taken from the default table. ;;' []Not Observable . ;:❑Not Applicable 402.1.1 Mass wall exterior insulation R- ; R- R- ❑Complies ,See the Envelope Assemblies - [FR10]1 value.If more than 1 of the ❑Does Not ;table for values. Insulation is on the wall Interior, :Not Observable the Interior insulation requirement applies and • ONot Applicable verification may need to occur , during Insulation Inspection. 303.2 Mass wall exterior insulation "''''' ':'`. , ,. ^ t:❑Complies ' [FR11]1 installed per manufacturer's ❑Does Not instructions. ; !j ',.• 'i❑Not Observable ;,,. ❑Not Applicable ;. , 402.4.1.1 Air barrier and thermal barrier ':_:.'a ',;;;;.'�.: ,;-,;. ;., ...;; ;. '. � ;❑Comlies p._. [FR23]1 installed per manufacturer's ;" ❑Does Not instructions. ,,,ONot Observable ,,,,,,,,ONot Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 'is listed and labeled as meeting I.;; :;',',.',:' " ;;;-‘.;1',:..'.:; °` ❑Does Not or hasinfiltrationr tes/per2NFRC ' -;❑Not Observable ❑Not Applicable 400 that do not exceed code limits. 402.4.5 :;.IC-rated recessed lighting fixtures,_." c::'' • ❑Complies [FR16]? `:sealed at housing/Interior finish ' ''` '` ±'`', ' ❑Does Not and labeled to Indicate 2.0 cfm :leakage at 75 Pa. ;10Not Observable v,:. ; , _;❑Not Applicable • 403,3.1 :Supply and return ducts in attics '❑Complies [FR12]1 :insulated>= R-8 where duct is ,~ ❑Does Not 6 :R-6 wherees in diameter and>=< 3 inches. Supply and ;`;;'`' .`d',•:. • ,'❑Not Observable return ducts in other portions of r :❑Not Applicable :the building insulated >= R-6 for , :diameter>=3 inches and R-4.2 ;';'. '1'; ';i<H :for<3 Inches in diameter. „ ., ; 403.3.2 Ducts,air handlers and filter ''' ❑Complies [FR1311 'boxes are sealed with ,7 ;❑Does Not Joints/seams compliant with f,`. J p ', :Not Observable . International Mechanical Code or .;.',;i::``.: ,; ""' International Residential Code,as. :i❑Not Applicable applicable. .;,, ,.. ... 403:3.5, ,!Building cavities are not used as . ..' `f,:.: ❑Complies [FR15]3 ducts or plenums. "``' -❑Does Not 1 - ;0Not Observable ;;❑Not Applicable ' 1 1 High Impact(Tier 1) "2- Medium Impact(Tier 2) -3; Low Impact(Tier 3)-1 Project Title:Tarrant Summer Residence Report date: 08/17/22 Data filename: Page 5 of10 • • Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re9.ID _ 403.3.7 Ducts declared to be within the ❑Complies [FR28]3 ;conditioned space are either 1) '''.ODoes Not g ,. :completely within the continuous Not Observable air barrier and within the building ; thermal envelope, 2)buried '❑Not Applicable within ceiling insulation in accordance with-Section - • R403.3.6 and the air handler is located completely within the ;.,.; continuous air barrier and within the building thermal envelope and the duct leakage Is<= 1.5 cfm/100 square feet of ; conditioned floor area served by , the duct system, or 3)the ceiling insulation R-value Installed against and above the insulated ' duct>=to the proposed ceiling 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 ODoes Not 4),. below 55 QF are insulated to aR- 3 ❑Not Observable ❑Not Applicable 403.4.1 ',Protection of insulation on HVAC ,❑Complies [FR24]1 piping. 'j ODoes Not ❑Not Observable + ,, '❑Not Applicable 403.5.3 i Hot water pipes are insulated to R- R- ❑Complies [FR18]2 zR-3. ODoes Not ['Not Observable __ ❑Not Applicable 403..6 .Automatic or gravity dampers are; ❑Complies [FR19]2 :.installed on all outdoor air ODoes Not intakes and exhausts. ?_ ❑Not Observable t '❑Not Applicable Additional Comments/Assumptions: L High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Tarrant Summer Residence Report date: 08/17/22 Data filename: Page 6 of10 Section Plans Verified Field Verified Insulation Inspection Value Value Complies? Comments/Assumptions & Re .1D 303.1 All installed insulation is labeled s :DComplies [IN1312 or the installed R-values ❑Does Not provided. ONot Observable ONot 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-%ofthe— ❑ Wood ❑Does Not -table for values. 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass ONot Observable [IN3J1 exterior,the exterior insulation requirement applies(FR10). Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies IlN4J1 manufacturer's instructions. ❑Does Not •' 'ONot Observable ❑Not Applicable Additional Comments/Assumptions: rilHigh Impact(Tier 1) 2,Medium Impact(Tier 2) :{3 Low Impact(Tier 3) Project Title:Tarrant Summer Residence Report date: 08/17/22 Data filename: Page 7 of10 • Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.1D 402.1.1, Ceiling insulation R-value. R- , R- ❑Complies See the Envelope Assemblies 402.2.1, 0 Wood 0 Wood ODoes Not table for values. 402,2.2, 0 Steel 0 Steel ONot Observable 402.2.6 [FI1]1 :ONot Applicable 303.1.1.1, 'Ceiling Insulation installed per ❑Complies 303.2 manufacturer's instructions. ODoes Not [FI2]1 Blown insulation marked every - 300 ft2. ❑Not Observable • ONot Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ODoes Not ;to soffit and eave vents that ,extends over insulation. ❑Not Observable , ❑Not Applicable 402.2.4 Attic access hatch and door R- R- :DComplies [F13]1 insulation R-value of the 'ODoes Not :adjacent assembly. ONot Observable ONot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies [F117]1 'ach In Climate Zones 1-2,and ODoes Not <=3 ach in Climate Zones 3-8. ONot Observable ONot Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 determine air leakage with ft2 ft2 ODoes 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 [F14)1 cfm/100 ft2 across the system or ; ft2 ft2 '❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable tests,verification may need to ONot Applicable occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated OComplies [FI24]1 by manufacturer at<=2%of !,' ODoes Not design air flow. :❑Not Observable . „ :ONot Applicable 403.1.1 Programmable thermostats ❑Complies [FI9)2 •installed for control of primary ODoes Not heating and cooling systems and initially set by manufacturer to • ONot Observable code specifications. ONot Applicable 403.1.2 Heat pump thermostat installed {'' ❑Complies [Fi10]2 on heat pumps. ❑Does Not ❑Not Observable . ,- !ONot Applicable 403.5.1 Circulating service hot water ❑Complies [Fill]2 :systems have automatic or `;, ';,.•. ''''',ODoes Not ;accessible manual controls. - ❑Not Observable • . ONot Applicable l i l High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low impact(Tier 3) Project Title:Tarrant Summer Residence Report date: 08/17/22 Data filename: Page 8 of10 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system • .❑Complies [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 3 ~^—.through-One:boil r s supplyingu= e heheng.. „, r __ .^ . :._ u w: ❑Complies 403.2 Hot water boilers heat :�;,:;., _ _ __________.._.-.. 2 P P ❑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 [FI28]2 ;have a circulation pump.The , • -❑Does Not system return pipe is a dedicated `:,:i' : .. ❑Not Observable return pipe or a cold water supply; ." .- :; pipe.Gravity and thermos- • .:; ;s:; ,❑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 turn off the pump ; ;. " : when water is in circulation loop Is at set-point temperature and t, ' ino demand for hot water exists. 403,5.1.2 Electric heat trace systems ,. „` ;' ;❑Complies [FI29]2 ;comply with IEEE 515.1 or UL r - ❑Does Not • 515.Controls automatically • ❑Not Observable adjust the energy input to the ;. s ❑Not Applicable heat tracing to maintain the • • -;..' ;desired water temperature in the piping. :, 403.5.2 ;Demand recirculation water ❑Complies [FI30]2 ;systems have controls that ; {'„ ,❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable ;water entering the cold water • :Not Applicable piping to<= 1040F. 403.5.4 Drain water heat recovery units f''>'," ❑Complies l[F131]2 'tested in accordance with CSA „: • ❑Does Not B55.1. Potable water-side ' pressure loss of drain water heat :❑Not Observable recovery units<3 psi for :❑Not Applicable individual units connected to one or two showers. Potable water- :side pressure loss of drain water • heat recovery units <2 psi for individual units connected to :three or more showers. 404.1 90%or more of permanent ;❑Complies [F16]1 fixtures have high efficacy lamps. ❑Does Not 7,0Not Observable ; ` .;❑Not Applicable 404.1.1 Fuel gas lighting systems have ,❑Complies [F123]3 no continuous pilot light. >;❑Does Not ` ❑Not Observable ;❑Not Applicable 401.3 'Compliance certificate posted. ❑Complies [F17]2 �❑Does Not ❑Not Observable ONot Applicable rl High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title:Tarrant Summer Residence Report date: 08/17/22 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions `&Req.ID 303.3 Manufacturer manuals for ;❑Complies l(FI18]3 . i 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) .3lLow Impact(Tier 3) Project Title:Tarrant Summer Residence Report date: 08/17/22 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation,Rating { t R-Value' Above-Grade Wall 27.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling/Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating , U-Factor SHGC. Window 0.29 Door 0.11 Heating & Cooling Equipment } Efficiency t; Heating System: Cooling System: Water Heater: Name: Date: Comments NATURAL LIGHT,VENTILATION&EMERGENCY EGRESS CALCULATION SHEET (please complete if details are not provided on plans) Project Location: J°6 p -- '�`-EAke,oiN`-� PO40 n�� Primary Owner(s): I 5 J Fi'&J T' N 4Ln N Tr Habitable Sq.Ft. Required Actual Required Actual Sq.ft. O *-1 ' Rooms of Light Light Ventilation Ventilation opening 1.4 Room (8%of rm.) (sq.ft.) (4%of room) (sq.ft.) for Egress O Cn .41 -t91d:C :-:::Ib6. : l4:.S ..- oc .o a� dSo�C T . r Q .i4.4 6..� (5.� (.� ) N c a� r rz f�o5. .. .. 13, 76 ( LiT) CO - �- ,4 i N C a ri i U - Pa : Eco N ILO o N 2' il N1- MZ a cis Lt.;0 cv) LU oti fig a Principle Structure Packet Revised March 2022 k17 . 20Z2 RESOLUTION APPROVING ROBERT AND JEAN TARRANT'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 44,2022 INTRODUCED BY: Mr.Anthony Metivier WHO MOVED ITS ADOPTION SECONDED BY: Mr.Harrison Freer WHEREAS, Robert and Jean Tarrant (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a new enhanced treatment on-site wastewater treatment system with its components proposed to be located as follows: 1. Absorption field toe of fill to be 81' from the westerly well in lieu of the required 100' setback; 2. Absorption field toe of fill to be 2' from the northerly property line in lieu of the required 10' setback; 3. Fuji Clean Enhanced Treatment Unit (ETU) to be 5' from the house in lieu of the required 10' setback; 4. Fuji Clean ETU to be 7' from the northerly property line in lieu of the required 10' setback; 5. Pump station to be 40' from the Lake George shoreline in lieu of the required 50' setback; 6. Pump station to be 7' from the property line in lieu of the required 10' setback; 7. Pump station to be 4.5' from the house in lieu of the required 10' setback; 8. Force main to be 3' from the house in lieu of the required 10' setback; and 9. Force main to be 43' from the Lake George shoreline in lieu of the required 50' setback; on property located at 308 Cleverdale Road in the Town of Queensbury, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday,May 16th,2022, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW,THEREFORE,BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local"Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicants; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Robert and Jean Tarrant for variances from the Town of Queensbury On-Site Sewage Disposal Ordinance to install a new enhanced treatment system with its components to be located as follows: 1. Absorption field toe of fill to be 81' from the westerly well in lieu of the required 100' setback; 2. Absorption field toe of fill to be 2' from the northerly property line in lieu of the required 10' setback; 3. Fuji Clean Enhanced Treatment Unit (ETU) to be 5' from the house in lieu of the required 10' setback; 4. Fuji Clean ETU to be 7' from the northerly property line in lieu of the required 10' setback; 5. Pump station to be 40' from the Lake George shoreline in lieu of the required 50' setback; 6. Pump station to be 7' from the property line in lieu of the required 10' setback; 7. Pump station to be 4.5' from the house in lieu of the required 10' setback; 8. Force main to be 3' from the house in lieu of the required 10' setback; and 9. Force main to be 43' from the Lake George shoreline in lieu of the required 50' setback; on property located at 308 Cleverdale Road in the Town of Queensbury and bearing Tax Map No: 226.12-1-82, and BE IT FURTHER, RESOLVED, that the ETU shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. { Duly adopted this 16th day of May,2022,by the following vote: AYES: Mr. Metivier,Mr. Freer,Mr. Ferone,Mr. McNulty,Mr. Strough NOES: None ABSENT: None DB Carpentry LLC 396 McGowan Road Schaghticoke, NY 12154 518.361.1702 dbcarpentry05@gmail.com ClearVU Inspections, performed a one-point air tightness, blower door test on the single family dwelling at 308 Cleverdale Road, Queensbury, NY, to determine the air changes per hour on September 19, 2023. The dwelling was depressurized and the testing procedure performed as per IECC – R402.4.1.2. Test conditions were as follows: Fan location - Driveway door 339’ above sea level 501 CFM50 68°F outside air temperature 70°F inside air temperature Pre-Test Baseline Building Pressure -0.1 PA -50.0 Pa testing pressure TEC DG-1000 & Model 3 Fan Altitude Correction Factor = (1+(.000006 x altitude)) x CFM50 = n/a Results: ( 501 CFM50 x 1.000 x 60 Minutes) / ( 10,342 cubic feet) = 2.907 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 at the 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 518.832.9213 | ryan@clearvuinspections.com | 18 Blackberry Lane, Queensbury, NY 12804 SITE SOILS DATA SITE SOILS DATA ADDITIONAL SITE SOILS DATA I I I 226.12-1- 0 U.P. f M36 L 311 Cleverdal Road Lands NIF of Bray HOLDING TANK PER BLDG PERM.REPUTED 89-528 COMMUNITY WATER SUPPL Y i 226.12-1-9 309 Cleverdale R ad Lands NIF of Craft I I I ETU & SAND FILTER BEHIND HOUSE APPV'D BOH VARIANCE REPUTED REQUESTS COMMUNITY MAY 2,2022 WATER SUPPLY I I ell Ca5mg LL I I I 226.12-1-8 307 Cleverdale Road Lands NIF of Eafrato I SEPTIC IN REAR PER BLDG PERM. 95-373 GARAGE TEST PITS TP-1 - 716121 BY. L.W. DOBIE, P.E. SOUTHWEST OF PROP. ABSORPTION FIELD 0-8" TOPSOIL/GRASS 8-36" RED -BROWN FINE LOAMY -SILTY SAND I36-50" BROWN SILTY LOAM, MOTTLED 11 I 1�55 ROOTSBOUNDTO 36"RY TIDN 36" Vire Fence Garageti. PT-3 Pi 10' P,L. SETBACK (WIW) LU 0 I �f 226.12-1-82 T N CM c 308 Cleverdale Road _ c\ Lands of '' Robert & Jean Tarran i �` B:779 .P:261 f woo �ft -Bv stv API FOR TOE OF LO IRP WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK, PUMP STATION, 10, 50' 10, 10, 50' FORCE MAIN ABSORPTION FIELD 10, 100, 10, 20' 100, (TOE OF FILL) SITE DEVELOPMENT DATA SITE AREA: 0.24-AC (10,406 SF) PREVIOUS IMPERVIOUS CHANGE IN IMPERVIOUS COVERAGE PROPOSED IMPERVIOUS COVERAGE COVERAGE HOUSE 1175 SF (535 SF) 640 SF GARAGE 365 SF ---- 365 SF PORCH 270 SF 95 SF 365 SF SHED 220 SF ---- 220 SF WALKS, WALLS & STAIRS 735 SF 105 SF 840 SF TOTAL IMPERVIOUS 2765 SF (335 SF) 2430 SF PERCENT IMPERVIOUS 26.6% (3.291o) 23.4% PERMEABILITY 73.4% 3.2% 76.6% +I O ,PT _ 20 IDEMt I ISACK BLDGVF Tt1 c 10' P.L. SETBACK (W/W �a.at LL > Shed U PARCEL AREA = 10,406 SF 22 % ALLOWABLE F.A. R. ALLOWABLE FLOOR AREA = 2289 SF PROPOSED HOUSE FOOTPRINT = 640 SF FIRST FLOOR AREA = 640 SF SECOND FLOOR AREA = 476 SF (FROM ARCHITECT, FLOOR AREA WITH GREATER THAN 5-FT CEILING HT.) PORCH AREAS = 365 SF GARAGE AREA 1-- 365 SF (GROUND LEVEL) GARAGE AREA 11= 200 SF (SECOND LEVEL. 9' WIDTH OF GREATER THAN 5' CEILING HEIGHT) SHED = 220 SF TOTAL FLOOR AREA = 2266 SF FLOOR AREA RA i 10 = 21.8 SITE SETBACKS REQUIRED FOR PROPOSED MOST WR ZONE HOUSE RESTRICTIVE 40.8' 37.5' SHORELINE 50' (PORCH) (PORCH STAIRS) * AIV REQ'D * * AIV REQ'D 16.3' 1.0' NORTH SIDE 20' * AIV REQ'D * (GARAGE) 15.8' 1.5' SOUTH SIDE 20' * AIV REQ'D * (SHED) 90.7 6.5' FRONT 30' (ENTRANCE ROOF) (GARAGE) PERCOLATION TESTS PT-1 - 3111122 BY.L.W. DOBIE, P.E. STABILIZED PERCOLATION RATE. 24 MINUTES, 30 SECONDS PER INCH PT-2 - 3111122 BY.• L.W. DOBIE, P.E. STABILIZED PERCOLATION RATE. 28 MINUTES PER INCH PERCOLATION TEST PT-3 - 4126122 BY. L.W. DOBIE, P.E. STABILIZED PERCOLATION RATE: 12 MINUTES PER INCH 226.12-1-81 310 Cleverdale Road Lands NIF of Joseph & Carolyn Potvin B: 1442 P: 13 Adjoining I iOU15e NATURAL ROCK SLOPE STABILIZATION 20' x 2T STONE LJ W ABSORPTION BED, INSTALLED IN STABILIZED FILL REPUTED LAKE WATER SUPPLY FU3I CLEAN 500 GAL SEPTIC TANK CE-5 ENHANCED W I DUPLEX PUMPS, TREATMENT UNIT W I3W' RISER 165. 95 , Retainm w N 85°31'48" w -- w w 226.12-1-83 304 Cleverdale Road Lands NIF of Carol B. Wright & Paul J. Scilipoti B:5770 P:68 SCA GRAPiI 5 0 2.5 _ ( IN FEET ) 20" CEDAR 7"/�77i 1'± To Shore DECK Boat house Lake LOCATION MAP SITE LOCATION Georae Sandy Bay s SEPTIC VARIANCE SUMMARY SEPTIC VARIANCES APPROVED BY THE TOWN OF QUEENSBURY ------------ LOCAL BOARD OF HEALTH UNDER RESOLUTION BOH 44, 2022 ON MAY 16, 2022 STAI-------_... Dock 1. ABSORPTION FIELD TO WESTERLY WELL AT 307 CLEVERDALE RD y TO SHD AppRO� REIN `�.,, 100' REQUIRED 81' PROPOSED FOR TOE OF FILL 5. PUMP STATION TO SHORELINE < <` ED ,y 40•8, poRCN 19' OF RELIEF REQUESTED 50' REQUIRED TO SH ABSORPTION BED MEETS 100' WELL SETBACK 40' PROPOSED FOR PUMP STATION ,�� O Iy 10' OF RELIEF REQUESTED �' : V1 61 ' ± Along Shore r 3.5'± To Shore 2. ABSORPTION FIELD TO NORTHERLY PROPERTY LINE 6. PUMP STATION TO PROPERTY LINE 10' REQUIRED 10' REQUIRED w _ P / w w w w 2' PROPOSED FOR TOE OF FILL T PROPOSED FOR PUMP STATION 8' OF RELIEF REQUESTED 3' OF RELIEF REQUESTED 2" HOPE LAKE W ATERSUPPLY M.H W EL. 320.2 EXIST. LAKE ABSORPTION BED MEETS 10' P.L. SETBACK WATER INTAKE± 7. PUMP STATION TO HOUSE 3. FUJI CLEAN ETU TO HOUSE 10' REQUIRED 10' REQUIRED 4.5' PROPOSED FOR PUMP STATION Dock REPUTED .AKE WATER SUPPLY 5' PROPOSED FOR ETU 5.5' OF RELIEF REQUESTED 5' OF RELIEF REQUESTED 8. FORCE MAIN TO HOUSE 4. FUJI CLEAN ETU TO NORTHERLY PROPERTY LINE 10' REQUIRED 10' REQUIRED 3' PROPOSED FOR FORCEMAIN 7PROPOSED FOR ETU 7OF RELIEF REQUESTED 3' OF RELIEF REQUESTED 9. FORCE MAIN TO SHORELINE 50' REQUIRED AS BU LI 43'PROPOSED FOR FORCEMAIN I"--' 7` OF RELIEF REQUESTED ?-�. - 0 �_Q 1 O - ZO ZZ- TAX MAP # 226.12-1-82 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED 34,± PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 6 RECORD DRAWING 91812023 5 APPROVAL DRAWINGS, FOR CONSTRUCTION 81512022 D'g Safely. 4 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 7/21/2022 RECORD DRAWING INSTALLATION DATE: 8128 - 91712023 INSTALLED BY - CRANDALL EXCAVATING, INC. v-v vv vv-vvwv wv vw wv v v RECORD DRAWING NOTE: A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE DURING CONSTRUCTION AND IT IS MY OPINION THAT THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN AND THIS RECORD DRAWING. FINAL SURFACE FINISHING, LANDSCAPING AND TURF ESTABLISHMENT IS ONGOING. LUCAS W. DOBIE, P.E. �9/8/2023 New York 3 ISSUED TO TOWN OF QUEENSBURY PLANNING & ZONING BOARDS 511612022 Call Before You Dig I Wait The Required Time 2 RE -ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 412612022 E3 Confirm Utility Response Respect The Marks 1 ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 313012022 Dig with Care 800.962.7962 0 ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 3/9/2022 N o Revisions Date www.digsatelynewyork.com MAP REFERENCE PROPOSED SITE PLAN of NE BASE SURVEY INFORMATION TAKEN FROM "MAP prepared for OF A TOPOGRAPHIC SURVEY MADE " COO Robert &Jean Tarrant FOR ROBERT & JEAN TARRANT... PREPARED BY. VAN DUSEN & SIEVES ' rn 308 Cleverdale Road - Sandy Bay - Lake George LAND SURVEYORS, QUEENSBURY, NY. w DATED: JUNE 4, 2021 `�2 a Town of Queensbury, Warren County, New York a`n DLi's e?Z sF D 6 AAA 9662 Drawn: LWD Checked: GTH Scale: 1"=10' Date: 10/14/2021 OFESSIO� 169 Hovilond Road Queensbury, NY 12804 St.eves Lsoad Surveyors ALTERATION OF THIS DOCUM EXCEPT 291791-01-S3 169 Havllaad Road Queensbury. New York 128" BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone Hutchins Engineering PLLC (518) 798-5474 New York Uc. No. 50135 IS A VIOLATION OF NYS EDUCATION LAW. (518) 745-0308 Fax %,..,over S"whe%=t T t obert i�� earwaDown It y • �„r . ENGINEERING PLANS CONDITIONS DEMOLITION S3 - SITE PLAN - PROPOSED CONDITIONS S4 - WASTEWATER DETAIL SHEET -CONSTRUCTION DETAIL SHEET ZONING REQUIREMENTS WR - WATERFRONTNTIAL MINIMUM _. IZE: 27ACRES SHORELINE SETBACK: 50' (50' MIN. OR AVG. OF 2-ADJOINING NEIGHBORS, WHICEVER IS MORE RESTRICTIVE, NORTHERLY NEIGHBOR: 27'±, SOUTHERLY: 34'±) FRONT SETBACK: 30.1 ® Call Before You Dig 0 Wait The Required Time R Confirm Utility Response ® Respect The Marie ® Dig With Care 800-962-7962 www.digsafelyrtewyork.c�o r rc SIDE SETBACKS: 20' (LOT WIDTH > 60' LESS THAN OR EQUAL TO 150') (AVERAGE LOT WIDTH = 60.01') REAR SETBACK: 30' MAX. BUILDING HEIGHT: 28' (16' FOR ACCESSORY STRUCTURES) PERCENT PERMEABLE: 75% MAX. FLOOR AREARATIO: 22% PLANNING BOARD APPROVAL RESOLUTION Town of Qaeensbury fmCommunity Development Office 742 Bay Road. Queensbury, NY 12804 Town of Queensbury Planning Board RESOLUTION - Grant Site Plan Approval SITE PLAN 41-2022 ROBERT & JEAN TARRANT Tax Map ID: 226-12-1-82 / Property Address. 308 Cleverdsle Road / Zoning: WR The applicant has submitted an application the Planning Board: Applicant proposes to demolish an existing home and to construct a new home with a footprint of 1,005 sp. ft. including the potnh/deck areas. The new floor area is to be 2,266 sq. ft.. The project includes a new septic system, site work for stormwater and landscaping. The existing garage of 365 sq. & and 220 sq. ft. shed are to remain, Site Plan for new floor area in a CEA, hard surfacing within 50 ft. of the shore. Pursuant to Chapter 1793-040, 179-6-065, 147, shrill be subject to Planning Board review and approval. Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter 179-9-080, the Planning Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; As required by General Municipal Law Section 239-m the site plan application was referred to the Warren County Planning Department for its recommendation; The Planning Board made a recommendation to the Zoning Board of Appeals on 6232022; the IBA approved the variance on 629/2022; The Planning Board opened a public hearing on the Site plan application on 7/192022 and continued the public bearing to 7/192022, when it was closed, The Planning Board has reviewed the application materials submitted by the applicant and all comments made at the public hearing and submitted in writing through and including 7/192022; The Planning Board determines that tie application complies with the review considerations and standards set forth in Article 9 of the Zoning Ordinance for Site Plan approval, MOTION TO APPROVE SITE PLAN 41-2022 ROBERT & JEAN TARRANT; Introduced by Michael Dixon who moved for its adoption. According to the draft resolution prepared by Stafiwith the following; 1) Waivers requested granted: S. site lighting, h. signage, n traffic, o. commercial alterations/ construction details, r. construction/demolition disposal s. snow removal as these are found reasonable and associated with commercial projects; 2) The approval is valid for one (1) year from the date of approval. Applicant is responsible for requesting an extension of approval before the one (1) year time frame has expired. Pagel of 2 3) Adherence to the items outlined in the follow-up letter sent with this resolution. al The limits of cleating will constitute a no -cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff; b) ifapplicable,the Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review, approval, permitting and inspection; c) If etub cuts are being added or changed a driveway permit is required. A building permit will not be issued emnl the approved driveway permit has been provided to the Planting Office; - d) If application was referred :o engineering then Engineering sign -off required prior to signature of Zoning Administrator of the approved plans; e) Final approved plans should have dimensions and setbacks noted on the site plantsurvey, floor plans and elevation for the existing rooms and proposed rooms in the building and site improvements-, f) If required, the applicant rrmst submit a coot' of the following to the Town: a. The project NOI (Notice of !linen) for coverage under the current 'NYSDEC SPDES General Perot from Construction: Activity- prior to the start of any site work. ofthe project; b. The project NOT (?vouce of Termination) upon completiono p 3 � c. The applicant mtis: maintainon their project site, for review by staff. i. The approved finai plans that have been stamped by the Town Zoning Administrator. These plant must include the project SWPPP (Storm Water PoIlurtion Prevention Plan) when such a plan was prepared and approved; ii. The project NOI and proof of coverage under the current NYSDEC SPDES General Permit, or an ina chial SPDES permit issued for the project if required. g) Final approved plans, in wmpi lance with the Site Plan, must be submitted to the Community Development Department before am- further review by the Zoning Administrator or Building and Codes personnel; hl The applicant must mat with Ste^ after approval and prior to issuance of Building Permit and/or the beginning of am site work; i) Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this rmoltinw; J) As -built plans to certify tha: the site plan is developed according to the approved plans to be provided prior to issuance of the certificate of occupancy. k) This resolution is to be placed in its entirety on the final plans 1) The nertberf sari soutbern stor•mwater areas are to be Code anmptfant with planting plans submitted to the Town. - Motion seconded by Brad Magowam Drily adopted this 19" day ofluly 2022 by the following vote: AYES: Mr, Magowan, Mr. LaSwso. Mr. Deeb. Mr. Dixon, Mr. Longacker, Mr. Stark, Mr, Traver NOES: NONE Pa®e 2 of 2 0 8 ei- erl oa • rLake George own of,. ueensbury NEIGHBORHOOD MAP OWNERS • 1 r r A Town Board / Local Board of ` • Submission for ` March 9, 2022 own i•. ocai•/ • of '• Resubmission•Septic A• • LOCATION Planning Board & Zoning Board of Appeals Submissions for` May 16,2022 Approval Resolutions & Engineering oat inns ®July 2 02 41,,2 U 2 V,023 C832 1 - C- Zoning Board of Appeals - Record of Resolution Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 Area Variance Resolution To: Approve Applicant Name: Robert & Jean Tarrant File Number: AV 28-2022 Location: 308 Cleverdale Rd. Tax Map Number: 226.12-1-82 ZBA Meeting Date: June 29, 2022 The Zoning Board of Appeals of the Town ofQueensbury has received an application from Robert & Jean Tarrant Applicant proposes to demolish an existing home and to construct anew home with a footprint of 1,005 sq. ft. including the porch/deck areas. The new floor area is to be 2,266 sq, R. Project includes a new septic system and site work for stomtwater and landscaping. The existing garage of 363 sq. ft. and 220 sq. ft sited are to remain. Site plan for new floorarea in a CEA and hard surfacing within 50 ft. of fbe shoreline. Relief is requested for setbacks. Relief Required: The applicant requests relief for setbacks for the new home to be constructed in the Waterfront Residential zone WR. The parcel is 0.24 ac. Section 179 3-040 dimensional Section 179-4-080 decks/porches The porch stairs are to be 37.5 ft. from the shoreline where a 50 ft. setback is required. The house is to be 16.3 fL from the north side and the garage is to be 1.0 ft. where a 20 ft. setback is required. The house is to be 15.8 ft. from the south side and the existing shed is to be 1.5 ft, where a 20 tL setback is required. The garage is to be 6.5 ft. from the front setback where a 30 ft. setback is required. SEQR Type II - no further review required; A public bearing was advertised and held on Wednesday; June 29, 2022. Upon review of the application materials; information supplied during the public hearing, and upon consideration of the criteria specified in Section 179-14-OSO(A) of the Queensbary Town Code and Chapter 267 of NYS Town Law and after discussion and deliberation, we find as follows: 1. There is not an undesirable change in the character of the neighborhood nor a detriment to nearby properties. If anything, there is an increase in the desirable change to the character of the neighborhood. There's no detriment to nearby properties. 2. Feasible alternatives were not considered. This is a replacement almost in kind, and due to the size of the property there's really not too many alternatives. 3. The requested variance is not very substantial. It's less than 20% from the shoreline and bringing the rest of the property closer to compliance at the very least if not beyond. 4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district. Especially with the added storm ter provisions. 5. The alleged difficulty on be considered self-created, but the house was from ) 880. It was definitely before we had zoning. 6. In addition, the Board finds flit the benefit to the applicant from granting the requested variance would outweigh (approval) the resulting detriment to the health, safety and welfare of the neighborhood or community; 7. The Board also finds that the variance request under consideration is the minimum necessary; !. 8. The Board also proposes the following conditions: a) Adherence to the items outlined in the follow-up letter sent with this resolution. (022, Introduced by Catherine Hate in, who moved for its adoption, seconded by James Duly adopted this 29th Day of June 2022 by the following vote: AYES: Mr. Urrico, Mrs. Hamlin; Mr. Kuhl, Mr. Henkel, Mr. Underwood, Mr. McCabe NOES: NONE ABSENT: Mr. McDevitt App;qqy@4 Drawings,, For Construction BUILDN,4G DEPARTMENT Based on our limited examination, compliar t,�2022 � lv with our comments shall not be construed as indicating the plans and specifications are in full with the Building Codes l tz - v of - BOARD OF HEALTH APPRO wcompliance SL RESOLUTION 1D� NEW iLB .LOCAL RESOLUTION APPROVING ROBERT AND JEAN TARRANT'S WHEREAS, the Town Clerk's Office published tle Notice of Public Hriing in the Tom's i 3. Fuji Clean Fnhanoed 'fteatrecm Unit (ETU) to be 5' from the house in lieu of the � - APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES official newspaper and the Local Board of Health duly coodaced a public hearing concerning the required 10' setback; s .t d variance requests on Monday, May 10, 2022, and 4. Fuji Clean ETU to W 7' from tire northerly property tine in lieu of the required 10' RESOLUTION NO.: BOH 44, 2022 xtbsck; On INTRODUCED BYi Mr. Anthony Metivier WHEREAS, the Town Clerk's Offloe has advised dug it duty notified an property owriers S. Pump station to be 40, from the Lake George shoreline in lieu of the required SW setback; WHO MOVED ITS ADOPTION SF.CONDFD BY: Mr. Harrison Freer within 300 feet of the subject properly, 6. Pump station to be T from the property line in fseu of the required 10' siuback; filed for variances from NOW, THEREFORE, BE IT 7. Pump station to be 4.5' from the house in lieu of the required 10' setback; 8. Force main to be 3' from the house in lieu ofihe required 10'setbaek; and �� {1.✓\ WHEREAS, Roden and Jean Tarrant (Applicant) an application provisions of the Town of Queenshury, On -Site Sewage Disposal Ordinance, Chapter 136 to install is to be RESOLVED, that 9. Force main to be 43' from the Lake George shoreline in lieu of the r�q NW � setback; „- , Q, a a `� v* - a new enhanced Watnem on -site wastowater treatment system with ins eomponen proposed located as follows: t. Absorption field toe of fell to be 81' from the westerly well in lieu of the required 100' setback; 2. Absorption field we of fill to be 2' from the northerly property line in lieu of the required 10'setback; 3. Fuji Clean Enhanced Treatment Unit (FTU) to be 5' from the house in lieu of the required IW setback; . 4. Fuji Clean LIV to be 7' from the northerly property line in lieu of the required 10' setback; 5. Pump station to W 40' from the fake George shoreline in lieu of the required 50' setback; 6. Pump station to be 7' front the property line in lieu of the required 10' setback; 7. Pump station to be 45' from the house in lieu of the required 10' setback; S. Force main to be 3' from the house in lieu of the requited 10' setback; and 9. Force main to be 43' from ft Lake George shoreline in lieu of the. required 50' setback; on property located at 308 Cieverdabe Road in the Town ofQueenslwry, and I. due to the nature of the vffiLttnoR the lied Board of Ile" dtawr. that the variances would not be materially darimersat to the ln.:pom and objectives of this Ordinance or other adjoining properties nor otherwise caellia with Ste PmWse and objectives of any Town phut or policy, and 2. the Local Board of H1ealth fads to the F m;ng of the viina eel a wmstey for the reasonable use of the land and are the minitmm variances which vrouid dkvihe the specific unnece.asty hardship found by the Local Board of Has*. to affect the Applicants; and BE IT FURTHER, RESOLVED, that the Local Board of Heahh hereby approves tine appireauon of Robert and Joan Tarrant for variances from the Town of Qkeensbi- Or -Sire Sewage Disposal Ordinance to install a new atthanced treatment system with its components to be located as fDWo 1. Absorption field toe of fill to be It I' from the westerly well. in lieu Of the ruxfrwN 100' setback; 2. Absorption field toe of fill to be 2' frotn the northerly property Ian in lieu of fie required 10' setback; z ;n f' r o f on property located at 308 Cievedde Road in the Town of Queermbury and bearing 226,12-1.82, and BE IT FURTI LER, RESOLVED, that the ETU shall be maintained by the property owner in accordance with die manufacturer's recommendations for the life of the system, and BE IT FURTHER, RESOLVED, that the Town Board autborim and directs the Town Clark to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHBR, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this W' day of May, 2022, by the follow'inng vote: AYES: Mr. Metivier, Mr. r. McNutlty, Mr. Strough NOES: None I LE -1 0 , ABSENT: Notre L Cohan RaMbuq Depnyiasnahncofit»iamat QaBanbury, WazRaibarbS NO1011k, in hereby cerblyUnittateCQl�aadfhefWeyaNpwlfnrre > ping+etresa�a5anaslateCabareatlpped�'h f2at�.( inWq drATmboardatvelondtinaemboryt. lteA do of Mal ;It2J, ri soh a g rmum teas ptesat aadaaithe sin•isecoteciC ot�tthueimmatd ed ice iN altlYnd to dam. N *M.1 SS THEREOF, t bava hersta sat my NO ud Me SMd saYl Town at0rlenaulrgbfk 1ffA dayof ftja�_ SEAL Raaburt TOWN Of led -. 29 1791-01 Robert 1 Jean 308 Cleverdale R! Sandy Bay - Lake George D u ,s p. Stever I ail d Surveyors 169 Haviland Road queensbury, New York 12804 (518) 792-8474 New York TAc. No. 50135 IC:.� hins Engineering PLLC 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone '.iG 0 ;F-10E (S18) 74S-0308 Fax •77 map e�� map. of a , .'� 406 'PP I✓ n, ineossr .j 2�� ; :. van Rosa -L,and ''Surveyors Map of R : survey :.Lot Boa 1591P40,V£$: so . Dated: April'; 11; IM Byx 00o g F . Chisj! Deed 'B raao� Lands_ NIF o jossph & Caro.yn_ Poi in ¢' Ri4�rb : 11.arrl U.R, idM38' Bo-° 14�2 P.,1a� 'i' _ - To 226. # 2- t -a 3 64ert L Tarrant A 40an T. Tarrant°. SAo m B a 79 "P: 26.? ##zF I AAct oinirrg Bosse: ��. a _ l t�✓tfe C7JCE: 48 ,� �rj.� N �` 17 , tfK. �QQ t e. � ��jr {�, Shore ' � � T � S 4 - • ' J � j F . j J {j j} (tp /i 1 S . - - - � - .� _ ] -. i\� IIj } .i- (�•' �-� //per C �� - r�es /g p g1{� � Fei bt cm x Pala < N owe capk�e: TWO - .. '.t1� �r.�,.�:,-.l,.d thf..nar '/ fib` :! t r �•3 � �l�cNii".a.�9N2Ifc �'_ �1 S .. i�:� / o . � .. Adjosriin9 Lands NfF of 1 1 1.) THIS MAP WA5-P1erARE WIT€-1OUT Tt€E 1�l 'OP Aid A65TRAGT C2P Carol . B. 'Wrigfit & T#TLE OR AN UP TO DATF_.TFU R&OKT AND €5jiP.l 01i SU5kGT':TD ANY 5TATEMENT OF -PACTS 5MOVM THERE -ON: ' 2.) . FAKCEL 15 SUBJECT TO ANY.EA5h4ENT. RE -0Mi -00'. t32 p- 1'':' 22t -83 Tf€i MAP WA5'Pi�#'•ARED.MONf AN ACDJAL%�E�3 SURVEY MADE IN'.' `t AOCORT,€ANCE W#TtFTk1 E7CIST#N E C�F-FRAt rlL;E'AtJOF�: BY i fit: 51'ATtr A55OC€AT€O#d;n>+,T'R(1F i91 ?AiA� •LAND SUKVEYORS. NW YORK >; TH15-MAP €5 CO€'1'R€GMi'®'2021-VAN DL15tN. 5T 111�5 IAa1Q:= - s€�RVYORs:: UNAirr€lorz#zDTETcaToN oR anv,#c?N To rr##5 oocu €iw €5 V€OLAT€ON .OP.,5C"i€ONZ7 ;- U#Vi5#OAi:2,:0 : 9; Y0RK•5€ATE EDUCATION LAW..,. t 5.) DIMEN51ON5 E3t-1 Wit. €'ROPEKT' LINES AN€? 5TRUCTUM AKE'CO T€1E N#E!tREST HAL# FOOT •AND ARE FOR THE 50!4 .#'iJ# ,05E aP' INTWJ'RfflNG THE#R CONFORMANCE WIC H zON( iG AND NOT 1N7ETli�1=D �, ' ;�r TO AID €9 THE ESTABLISHMENTOF PRO?MW UNE.5. �G.) COfd7{3€JRS SHOWN HEREON A4`REEPffMNEED'TO THE NAMNAt � GE�30 C VERTICAL DATUM OP '€ 925 (NGVD29)• y r� RF = CajDed I6't3li Rod fOdliPf 7.) UNi?MMOUND UT#LMZ 5;"IF ANY, An €.3OT-511QWN HEREON: TRF = Zi°�81 hod Found .TPF iron Pipe Found 8.) THE.SUKVEYE€3 PARCEL i5.5.=4CT TO Wf ATEt R R#GHTS T#TLE OR pp g9 p d 7 ,7 L �s y j �•,'�.•r' '� - �i m0 , d" e = - i%4'.i.K.L'S` J'.'�i i {N iEREST THE TOWN. OF QUEN55URY"AN€D THE #?OPLE Or Tti STATE' OF NEW - r ��- a� �a YOKK MAY HAVE TO MAINTAIN Tt)E 99AI?5, AND TO WhiATEYER RIGHTSWire Tr LE OR €wEREST THE' •FRAVt:I.iW..PU5LtC MAY'HAVE TO THE -BED OF THE ROADS. Date: JOne 04 2021 Du.s '° p of c y made for l�fa a Tt�pmgx'apksi S€�r�� Scale ! "=2O' �' vtounoN � gEcnort ��.:ve•ayssoH z, a TfY_ .. NKSYYORX STATE FDilCATtON V•7/•' `:' . •"LY com AiLk•. i:�e 01CCa�LAW S L3 `,lillt'R' ° T�" MARKEOKiM A): dPJGT w 0KG V�Wr1.5UR'+�1 Jean' 'Tarrant $may k jry{jy/ Et'ALStfh'LBCGONS Eil TD C: YAUD TRUE CDP-.'of 7 Mobe -' ' A -a ,J6. rant- . '1'XRttR;ATtONSaA: WJ..77ti Cv.N,ifYi= • " nss suxvfl• 4Yh9 PRPPARf.D N; pCGORDAtlCE �il0y- G79TINf+LOUE d'YRA.'RCEf�ifsl3 fiI,1RYNR`S �:--: � _ Laiad - r - 9� ' ��','/y •e A.! EIYTHE NEN'YDFT.S7AT✓:�` lhVO SllRVEY�F5.5tiD �' R'" , . yor- TOTttGPEWON PORWtDRA'R�'.•1N�Y'iS PR@'MF•...ti : . ONWBMW toThe m�ceseua.cov�cweNTa y . SHEET 1 OF 1 TOTfiP graAGNEP50PTttE iDY/.'n6TiTtR10%' - .. f "Y `��+i County, ..l'4 �i A�� 16;avilaaaei load Qaes�xabax°y,Te Xoirk 128€?4 a�A�o o uea sb , Warren TARRANT 1€3 7 - `7 Ike York - L c. � e 5a 135 E r as 1. r� D1 TE DESCRIPTION DWG. NO. 21-1.08 C36 226.12- i 82 .. +I I i { i 226. 12-1- 0 U.P. i M38 311 Cleverdal Road Lands N/F of { Bray HOLDING TANK PER BLDG PERM -REPUTED 89-528 COMMUNITY --- WATER SUPPLY 226.12-1-9 309 Cleverdale R ad Lands N/F of IIII Craft f i { 1 ETU & SAND FILTER BEHIND HOUSE APPV'D BON VARIANCE REPUTED REQUESTS COMMUNITY MAY 2, 2022 WATER SUPPLY f ED CONSTRUC TION INSTALL SiABILIZ ENTRANCE DURING SITE WOR iNYTiAL S REMOVE DURING FINALSTTE GRADING LAWN AREA &RESTORE W eif Ca 51n 9 L 11 f I f 226.12-1-8 307 Cleverdale Road Lands N/F of f Eafrato f SEPTIC IN REAR PER BLDG PERM. I 95-373 I WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK, PUMP STATION, 10, 50, 10, 10, 50' FORCE MAIN ABSORPTION FIELD 10, 100, 10, 20' 100, (TOE OF FILL) PROPOSED SITE DEVELOPMENT DATA SITE AREA, 0.24-AC (10,406 SF) EXISTING IMPERVIOUS COVERAGE CHANGE IN IMPERVIOUS COVERAGE PROPOSED IMPERVIOUS COVERAGE HOUSE 1175 SF (535 SF) 640 SF GARAGE 365 SF ---- 365 SF PORCH 270 SF 95 SF 365 SF SHED 220 SF ---- 220 SF WALKS, WALLS & STAIRS 735 SF 105 SF 840 SF TOTAL IMPERVIOUS 2765 SF (335 SF) 2430 SF PERCENT IMPERVIOUS 25,6% (3.291b) 23,4% PERMEABILITY 73.4% 3.2% 76,6% -SITE SOILS DATA TEST PITS TP-1 - 716121 BY.• L.W. DOBIE, P.E. " GARAGEj SOUTHWEST OF PROP. ABSORP77ON FIELD TOPSOIL/GRASS 8-36" RED -BROWN FINE LOAMY -SILTY SAND 36-50" BROWN SILTY LOAM, MOTTLED BOUNDARY CONDITION 0 36" ROOTS TO 36" SOILSSITE DATA PERCOLATION TESTS PT-1 - 3111122 BY: L.W. DOBIE, P.E. STABILIZED PERCOLA77ON RATE: 24 MINUTES, 30 SECONDS PER INCH PT-2 - 3111122 BY L.W. DOBIE, P.E. STABILIZED PERCOLATION RATE: 28 MINUTES PER INCH �, cy� 226 > 12 1- 81 1"X ®� 310 Cleverdale Road Lands N/F of 4 ® C�FC Joseph IS Carolyn Potvan B:1442 Pc13 UNKNOWN PROP, NATURAL BOULDER W ALL WI W SYSTEM Y-4.57 EXPOSED HEIGHT PROP. CONC. PROP, 20' x 2T STONE ABSORPTION BED, DISTRIBUTION \ BOX W (BAFFLE INSTALLED IN STABILIZED FILL \ rill Wire Fence l S 048 ' 451, \ 177 OZ' i Gara e _ � s , oIV P.L., SETBACK (W 1W \ FM .. tV -o 225.12 - '1- 82 ( p i r 4 I Ra y r 1 o d leedae 308 C 3, sn _ a � A Of E R Lands 1 2 n Robert & Jean Tarran % r< t = 3� I .L: 3 l P;2 1 1 Bc 779 6 0I - a1 i 0 a: >A m T. WAM Y f z k to / .>rt w 3e •s t — ' $1 �*v RE ! I E-� v PT ACKI 8LD F 4 - in - fl - ' 3 r' ADDITIONAL ! DATA PERCOLATION TEST PT-3 - 4126122 BY.• L.W. DOBIE, P.E. STABILIZED PERCOLATION RATE: 12 MINUTES PER INCH PROP. FU31 CLEAN CE-5 E14HAII w TREATMENT UNIT REPUTED PROP. Soo GAL HEAvY LAKE WATER PROP. 2" PVC SDR 2b DUTY SEPTICTANK AS SUPPLY FORCEMAIN, PROVIDE DUPLEX PUMP STATION T COVER & POSITIVE DRAINBACKTO PUMP STA. PROP. GUTTER PROP. ROOF GUTTER DOWNSPOUT & ALONG EAVELINE SPLASHPAD - ... 1.l 1. ,+...f l.° /./.! ✓ ,t .R..l l.. L.! ../../ll.. _....° .!!. /_!! ! ;../ ///,I...✓./l. �^� 1 - � / 32� 3ti 2j` p 327 � I n 20" 4DA _ s Z,6 f 20" E�- FI EI� �' s/V REQ r - e r 10 06. 1 r A Feet- '+ f. - / 1 Q.24 A s �i��r r GAR nor' I LAO WATER :- R r) - tl. f. Sy; t PL UPY `'*'i. t m•"h � - 1 r I N r :t . I { i M i } I •:ham i / �'wcr i .4r 7 I tY l 2 .Z i` 4 ` r +3 10 P-L. SETBACK (w) ` ' ti '` - - - - ``•: :;, :: +li—= t1 f \ o - O CIRF �� l 5h d f `J/ 5 / Re t a na w /._.. 29 327 �.� ,�i fib/ //t!; C Q Adjoining Gar m PROP. NATURAL BOULDER W ALL f -1 PROP. ROOF GUTTER / 2'-4.5' EXPOSED HEIGHT of > ALONG EAVELINE ' PROP. FLAGSTONE W ALKW AY / M J ' PROP, STONE STEPS I / / \\ Wood Cover I / 226. 72-1-83 Ad o►ntn W/W SYSTEM ESTIMATED 304 Cleverdale Road 9 �ocJse PROPOSED FLOOR AREA RATIO Lands NIF of PARCEL AREA = 10,406 SF Carol B. Wright & 22%ALLOWABLE F.A.R. Paul J. Scilipoti B:5770 P:68 ALLOWABLE FLOOR AREA = 2289 SF PROPOSED HOUSE FOOTPRINT = 640 SF PROPOSED SITE PLAN FIRST FLOOR AREA = 640 SF SCALE: 1"=10' SECOND FLOOR AREA = 476 SF (FROM ARCHITECT, FLOOR AREA WITH GREATER THAN 5-FT CEILING HT) GRAPHIC SCALE PORCH AREAS = 365 SF GARAGE AREA 1= 365 SF (GROUND LEVEL) GARAGE AREA 1I = 200 SF (SECOND LEVEL, 9' WIDTH OF GREATER THAN 5' CEILING HEIGHT) SHED = 220 SF TOTAL FLOOR AREA = 2266 SF FLOOR AREA RATIO = 21.8% PROPOSED SITE SETBACKS REQUIRED -FOR PROPOSED HOUSE MOST RESTRICTIVE WR ZONE SHORELINE 50' 40,8' (PORCH) * AIV REQ'D * 37,5' (PORCH STAIRS) * AIV REQ'D NORTH SIDE 20' 16.3' * , AIV REQ D * 1.0` (GARAGE) SOUTH SIDE 20' * 15.8 AIV REQD (SHED) FRONT 30' 90,7 (ENTRANCE ROOF) 6.5' (GARAGE) w ! PROP. SEDIMENT M CONTROL FENCE (TYP.) / PT. FOR MEASURING BLDG HT. / ! FINISHED GRADE = 324.8 PROP. FLAGSTONE W ALKW AN ' PROP. GUTTER J / DOWNSPOUT & ! SPLASHPAD PROP. 2" HDPE LAKE W ATER SUPPLY ' REPUTED ' LAKE WATER SUPPLY / ! 5 f -� 2. 5, 5, 10 20 gig( 34 1 ( IN FEET ; SHORELINE BUFFERING CALCULATIONS §179-8-040 B (3) SHORELINE BUFFERS - COMPOSITION & DENSITY - FOR EVERY 700 SF OF SHORELINE BUFFER: (1) LG TREE, 3" MIN DIAMETER - FOR EVERY 350 SF OF SHORELINE BUFFER: (7) 24" NATIVE SHRUBS - FOR EVERY350 SF OF SHORELINE BUFFER: (14) HERBACEOUS PLANTS NORTHERLY SHORELINE BUFFER NORTHERLY RAIN GARDEN - 240 SF BUFFER AREA - (5) SHRUBS & (10) HERBACEOUS PLANTS REQUIRED - 300 SF BUFFER AREA - (6) SHRUBS & (12) HERBACEOUS PLANTS REQUIRED (2) LARGE CEDAR TREES ARE EXISTING (1) LARGE CEDAR TREE IS NEARBY PROVIDE (5) SHRUBS & L110) HERBACEOUS PLANTS PROVIDE A MINIMUM OF (6) SHRUBS & (12) HERBACEOUS PLANTS SOUTHERLY SHORELINE BUFFER SOUTHERLY RAIN GARDEN -140 SF BUFFER AREA - (3) SHRUBS & (6) HERBACEOUS PLANTS REQUIRED -185 SF BUFFER AREA - (4) SHRUBS & (8) HERBACEOUS PLANTS REQUIRED (2) LARGE CEDAR TREES ARE EXISTING PROVIDE A MINIMUM OF (4) SHRUBS & (8) HERBACEOUS PLANTS PROVIDE (5) SHRUBS & (10) HERBACEOUS PLANTS OTAL MINIMUM SHORELINE BUFFERING PLANTINGS (5) LARGE CEDAR TREES ARE EXISTING PROVIDE A MINIMUM OF (20) SHRUBS & (40) HERBACEOUS PLANT DECK PROP. SEDIMENT CONTROL FENCE (TYP.) 1'± To Shore / PROP.TW xWLxTD J ' COLD WEATHER INFILTRATION TRENCH ` PROP. SEDIMENT. f .F CONTROL FENCE (TYP.)®a ' OU S e / PROP. RAIN ARDEN 300 SF G W I SHORELINE / BUFFERING SHRUBS HERBACEOUS J & AC OUS PLANTIN GS f r / f .V 6 DEPTH STORAGE VOLUME _ O 115 CF / ! / P ROP.SHOR SHORELINE PLANTING S 240 SF ' PROP, Y ARD DRAIN i GRATE EL. 324 ! W 14" PVC OUTLET / / i— PROP, YARD DRAIN GRATE EL. 324 W 14" PVC OUTLET Dock ASV R Q DI To SHORE`IN .5 REQUESTED 40,gf PpRCN T® SHORCLINE -- 61'± Along Shore 3.5' ± To Shore w ___ w -- w w w — PROP, SHORELINE PLANTINGS,140 SF EXIST. LAKE — M.H.W EL. 320.2 W ATER INTAKEi — PROP. RAIN GARDEN,1.85 SF W I SHORELINE BUFFERING SHRUBS & HERBACEOUS PLANTINGS, IV' DEPTH, STORAGE VOLUME = 65 CF Dock PROP.TW xWLxTD COLD WEATHER INFILTRATION TRENCH BASE SURVEY INFORMATION TAKEN FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR ROBERT & JEAN TARRANT... " PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY, NY. DATED: JUNE 4, 2021 123 Cali Before You Dig Wait The Required Time El Confirm Utility Response M Respect The Marks S Dig With Care ® ®-962.7962 www.4igsafelynewyork.com MINOR STORMWATER REQUIREMENTS TOWN OF QUEENSBURY MINOR STORMWATER CONTROL VOLUME REQUIREMENT. • 1.5 GALS / SF OF NEW IMPERVIOUS AREA FOR PROJECTS WITH LESS THAN 15, 000 SF OF DISTURBANCE OF DISTURBANCE - 335 SF NET DECREASE IN SITE COVER NEW SMPS NOT REQUIRED FOR REDEVELOPMENT PROJECTS, PROVIDE MITIGATION MEASURES AS FEASIBLE, SIZED FOR FIRST 112" RAINFALL FOR IMPERVIOUS AREAS. PROPOSED 2430 SF OF TOTAL SITE IMPERVIOUS COVERAGE, 2430 SF x (0.5" / 12) = 101 CF OF STORAGE TWO PROPOSED SHALLOW VEGETATED DETENTION AREAS NEAR SHORELINE - SOUTHERLYAREA TO PROVIDE 65 CF OF STORAGE -NORTHERLY AREA TO PROVIDE 115 CF OF STORAGE - ?80 CF OF TOTAL VOLUME TO BE PROVIDEfl AREA VARIANCE SUMMARY §179-3-040 ESTABLISHMENT OF ZONING DISTRICTS 1, SHORELINE BUILDING SETBACK 50' REQUIRED 37.5' PROPOSED FOR PORCH STAIRS 125OF RELIEF REQUESTED MAIN BODY OF NEW HOUSE MEETS 50' SHORELINE SETBACK 2. NORTHERLY PROPERTY LINE SETBACK 20' REQUIRED 16.3' PROPOSED FOR PORCH STAIRS 3.7 OF RELIEF REQUESTED 3. SOUTHERLY PROPERTY LINE SETBACK 20' REQUIRED 15.8' PROPOSED FOR PORCH STAIRS RELIEF REQUESTED 4.2 OF Q Lake George [.L Sandy Bay SEPTIC VARIANCE SUMMARY 1. ABSORPTION FIELD TO WESTERLY WELL AT 307 CLEVERDALE RD 100' REQUIRED 81' PROPOSED FOR TOE OF FILL 5. PUMP STATION TO SHORELINE 19' OF RELIEF REQUESTED 50' REQUIRED ABSORPTION BED MEETS 100' WELL SETBACK 40' PROPOSED FOR PUMP STATION 10' OF RELIEF REQUESTED 2. ABSORPTION FIELD TO NORTHERLY PROPERTY LINE 6. PUMP STATION TO PROPERTY LINE 10' REQUIRED 1T REQUIRED 2' PROPOSED FOR TOE OF FILL 7PROPOSED FOR PUMP STATION 8' OF RELIEF REQUESTED 3' OF RELIEF REQUESTED ABSORPTION BED MEETS 10' AL, SETBACK Z PUMP STATION TO HOUSE 3. FUJI CLEAN ETU TO HOUSE 10' REQUIRED 10' REQUIRED 4, 5' PROPOSED FOR PUMP STATION 5' PROPOSED FOR ETU 5.5' OF RELIEF REQUESTED 5' OF RELIEF REQUESTED 8. FORCE MAIN TO HOUSE 4. FUJI CLEAN ETU TO NORTHERLY PROPERTY LINE 10' REQUIRED 10' REQUIRED X PROPOSED FOR FORCEMAIN 7' PROPOSED FOR ETU T OF RELIEF REQUESTED 3' OF RELIEF REQUESTED 9. FORCE MAIN TO SHORELINE 50' REQUIRED 43'PROPOSED FOR FORCEMAIN 7OF RELIEF REQUESTED TAX MAP # 226,12-1-82 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 3-BEDROOM RESIDENCE WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD PRETREATMENT TANK - FUJICLEAN MODEL CE-5 E.T.U. PUMP STATION - 500 GAL PRECAST CONCRETE W/HEAVY DUTY TOP & AN71-FLOATA7ION BASE EXTENSIONS W/DUPLEX, ALTERNATING PUMPS & DEMAND DOSING DESIGN APPLICA770N RATE. 0.55 GPD/SF, BASED ON 16-20 MIN/IN PERCOLATION RATE (BLEND OF NATIVE & FILL SOILS) ABSORPTION BED AREA REQ'D = (330 GPD)/(0.55 GPD/SF) = 600 SF 337. E.T.U. REDUCTION AREA REQ'D = 402 SF ABSORPTION BED AREA _PROMO-M = 20 z22' = 440 SF • SEASONAL HIGH GROUNDWATER © 36" • PROVIDE 3-FT OF SEPARATION TO SHGW • POTABLE WATER SUPPLY TO BE LAKE WATER WITH FILTRATION & UV DISINFECTION ® Call Before You 019 ES Wait The Required Time • Confirm Utility Response • Respect The Marks Dig With Care 800-962.7962 wwwAigsafelynewyork.coan 339 338 337 336 335 334 333 332 331 330 INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) 1/4" PER FOOT MIN. SLOPE 4" PVC SDR-35 HOUSE SEWER MAINTENANCE CONTRACT NOTE A MAINTENANCE AND SERVICE CONTRACT BETWEEN SYSTEM OWNER AND MANUFACTURER'S REPRESENTATIVE IS REQUIRED FOR SEMI-ANNUAL INSPECTION AND SERVICE OF THE FUJICLEAN CE-5 ENHANCED TREATMENT UNIT. WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORP71ON BED AND TAPER AREA. "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND OR SANDY LOAM WITH IN —PLACE PERCOLATION RATE OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE, LESS THAN 109 BY WEIGHT SHALL BE FINER THAN 0.05mm, AT LEAST 25Y. OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15q OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. ABSORP77ON AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3—FEET BETWEEN SEASONAL HIGH GROUNDWATER (28") AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA AND TAPER AREAS. ABSORP77ON AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORP77ON TRENCHES. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO 7RANSPOR77NG TO SITE. 2" 59" E.T.U. NOTE DUE TO NIGH GROUNDWATER TABLE AND LOW ELEVA77ONS OF THE SI7E, THE ETU SHALL HAVE A CONCRETE ANTI -FLOATATION COLLAR ALL AROUND. _ PER SLV TALLAPON MANUAL, TO PREVENT FLOATATION. FUJICLEAN USA MODEL CE-5 ENHANCED TREATMENT UNIT EXCAVATION, PREPARATION, AND BACKFILL TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S INSTALLA77ON MANUAL. AND TOPSOIL OVER FIELD AND TAPER AREAS SYSTEM INSTALLATION NOTES CONSTRUCTI0N SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA'S INSTRUCTIONS. AFTER EXCAVA77ON OF ABSORP77ON BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE ABSORPTION BED. DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER ABSORPTION SYSTEM HAS BEEN INSTALLED. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. 500 GAL PRECAST CONCRETE SEPTIC TANK W/EXTRA HEAVY DUTY TOP AS DUPLEX PUMP STATION TO BE DAMP-PROOF TAR COATED ON OUTSIDE BY CONTRACTOR 1/8" PER FOOT n d < QQ. MIN. SLOPE BALL VALVE 4" PVC SDR-35 EFFLUENT SEWER INSTALL VALVES AND UNION SUCH THAT CONCRETE ANTI —FLOTATION PUMP CAN BE COLLAR ALL AROUND PER INSTALLA77ON MANUAL ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY ALARM/LAG PUMP ON — 6" ABOVE 'PUMP ON' PUMP ON PUMP OFF FLOAT SWITCHES - INSTALL INSIDE PUMP PIT IN LOCATION ACCESSIBLE WITHOUT PIT ENTRY CRUSHED STONE ABSORPTION BED VOLUME OF DOSE 50 GALS 12" OF 3/4-1-1/2" BALL CHECK VALVE PRECAST CONCRETE CRUSHED STONE AN77-FLOATA7ON DUPLEX EFFLUENT PUMPSJ BASE EXTENSION GOULDS 3885 WE SERIES BY- MANUFACTURER FUJICLEAN ETU & PUMP STATION DETAIL NTS TURN TOP 2-FT-1-OF " NA71VE SOILS & BLEND W/SYSTEM FILL ........... _ ......... ... ABSORPTION FIELD SECTION SCALE. 1/2"-1' SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FORCEMAIN PIPING TO BE 2" SDR-26 PVC. MAINTAIN 3' M/IVIMj9 COVER AND POSITIVE DRAWBACK TO PUMP STATION. ABSORPTION BED AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARA77ON FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. FILL MATERIAL FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN "FILL MATERIAL NOTES." TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. 30" POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER CHAIN ON PUMP TO TOP OF TANK TO ALLOW FOR FUTURE PUMP REMOVAL WITHOUT ENTERING TANK EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A CER77FIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 2" MIN. DROP DISTRIBUTION BOX BETWEEN INVERTS TR4NSITION TO 4" OUTSIDE OF D-BOX / CONCRETE BAFFLE -\ 2" MiN, USE SPEED LE✓ELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION I" PVC SDR-35 SOLID HEADEP, TO MANIFOLD PIPING 1/8" PER FOOT MIN SLOPE 2" SDR-26 PUMP STATION NOTES PVC FORCEMAIIV SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE POSITIVE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL DRAINBACK TO PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, PUMP STATION ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE 2" SCH-40 PVC PIPING IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE INSIDE WET WELL DUPLEX DEMAND DOSE CONTROLLER, THROUGH WALL INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH GATE VALVE ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NA77ONAL ELECTRIC CODE (N.EC) REDUCING TEE POINTED DOWNWARD WITH REQUIREMENTS, I" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO ALTERNATE PUMP DOSING AND TO PROVIDE A 50 GAL DOSE UNION - LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND EACH PUMPS TO BE GOULDS MODEL 3885, WE05H 23OV, SINGLE PHASE, PUMP REMOVED WITHOUT TANK ENTRY 35 GPM PUMP AT 30 FT TDH. VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK, PUMP STATION, 10` 50' 10, 10, 501 FORCE MAIN ABSORPTION FIELD (TOE OF FILL) 10, 1001 10' 20' 100, Ai ATf 10AI Mel) 17 rlr-rl IAIAI I I Ivlrir, L-MULUIVILIY I OF BOTTOM COURSE _,.____........ 339 TALC MAP # 226.12-1-82 ALTERATION OF THIS DOCUMENT EXCEPT BY . A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 5 APPROVAL DRAWINGS, FOR CONSTRUCTION 4 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 3 ISSUED TO TOWN OF QUEENSBURY PLANNING & ZONING BOARDS 2 RE -ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 1 ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 0 ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH No. Revisions NEWWASTEWATER DETAIL SKEET LS f prepared for Robert & ,lean Tarrant 308 Cleverdale Road - Sandy Bay - Lake George Town of Queensbury, Warren County, New York �DF S14� 81512022 712112022 511612022 4/26/2022 3/30/2022 31812022 Date Drawn: LWD I Checked: GTH I Scale: NOTED Date: 10/14/2021 169 Hovilond Road Queensbury, NY 12804 291791-01-54 ALTERATION LICENSED I D CU EXCEPT 518 745 0307 Phone IS BY VIOLATION OFONYSS ©UCATIONIONAL ILAW. Hutchins Engineering PLL� NEER { ) 9 9 {51 s) 745-0308 Fax EROSION & SEDIMENT CONTROL NOTES SITE CONSTRUCTION SEQUENCING • BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND INSTALL SEDIMENT CONTROL FENCING AS SHOWN ON DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE PLANS, INSTALLED AS SHOWN ON THE PLAN. . INSTALL STABILIZATION FABRIC &CONSTRUCT STABILIZED e AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM CONSTRUCTION ENTRANCE. EVENT, SEDIMiNT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT • DEMOLISH EXISTING HOUSE ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. • EXCAVATE FOUNDATION &CONSTRUCT FOUNDATION o ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-DAYS • CONSTRUCT HOUSE OF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH AREA • PERFORM SOIL RESTORATION AND CONSTRUCT ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN STORMWATER MANAGEMENT PRACTICES. 7-DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED • INSTALL ON -SITE WASTEWATER TREATMENT SYSTEM AND MULCH SHALL BE INSTALLED WITHIN 7-DAYS. • REMOVE STABILIZED CONSTRUCTION ENTRANCE. • WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, • FINISH GRADE YARD AREAS AND VEGETATED DETENTION NO LAND AREA, INCLUDING AREAS STTCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF VEGETATION FOR AREAS, INSTALL TOPSOIL, SEED AND MULCH. MORE THAN 24-HOURS WITHOUT A PROTECTIVE COVERING SECURELY SITE STABILIZATION PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES WA7ER130DY- ACCEPTABLE PROTECTIVE COVERINGS INCLUDE: NATURAL AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE MULCH OF A DEPTH OF 2-INCHES, ROCK RIPRAP, NON-DEGRADEABLE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS AND IMPERVIOUS CEASED, BUT IN NO CASE MORE THAN 7-DAYS STRUCTURES. o STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING • TEMPORARY EROSION CON7ROL MEASURES, INCLUDING SEDIMENT CONTROL USING TACKIFiER ON SLOPES OVER 1:5 OR SEEDING AND FENCE ANDJOR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY INSTALLING A CONTINUOUS COVER OF STRAW MULCH TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL THAN 24-HOURS. EROSION CONTROL BLANKETS OR WOOD CHIPS 1N • NO LAND AREA MAY BE LEFT DEVOID OF VEGETA7ION FOR MORE THAN ACCORDANCE WITH THE DETAILED EROSION CONTROL PLANS 7-DAYS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE AND IN ACCORDANCE W17H MANUFACTURERS INSTRUCTIONS. ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED. RRAV TI1 E SOIL RESTORATION NARRATIVE J`! • FOR GROUND CLEARING AC77077ES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED SOiL RESTORATION IS A REQUIRED PRACTICE OVER PORTIONS EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN OF THE SITE WHERE THE NATIVE SOILS HAVE BEEN EXTRA HEAVY LAYER OF MULCH. COMPACTED THROUGH EARTHWORK CONS7RUC77ON AND WILL o ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF BE REVEGETATED IN ORDER TO RECOVER THE ORIGINAL 807. OF THE VEGETA7ION THROUGHOUT THE YEAR FOLLOWING PROPERTIES AND POROSITY OF THE NATIVE SOILS. REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. • FOR YARD AREAS, AERATE SOILS WITH SOIL AERATOR • THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARD MECHANICAL IMPLEMENT DURING FINAL GRADING, APPLY SPECIFICA77ONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK) 6-INCHES OF TOPSOIL, SEED AND MULCH, 10'-0" 36" FENCE POST DRIVEN O.C. MAX. MINIMUM 16" INTO GROUND SIL T STOP EMBED IN GROUND 8" MIN. MIN. PERSPEC77VE SOIL BACKFILL - SECTION SEDIMENT CONTROL FENCE DETAIL NTS STANDARD SPECIFICATIONS FOR SILT FENCE DEFINITION A TEMPORARY BARRIER OF GEOTEX77LE FABRIC INSTALLED ON THE CONTOUR OUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS. PURPOSE TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD. APPLICATION - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE PLACED ON A SLOPE 1:2 SLOPE (50%) 25 FT 1:3 SLOPE (337.) 50 FT 1: 4 SLOPE (257.) 75 FT 1.5 SLOPE OR LESS 100 FT - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 ACRE PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET, - EROSION WILL OCCUR AS SHEET EROSION. - CONCENTRA7ED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. DESIGN CRITERIA ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS POSSIBLE, WITH A MINIMUM OF 10 FEET FROM 774E TOE OF A SLOPE. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. PLANT AND MULCH SURROUNDING RAIN �,, GARDEN AREAS �... \i 7.,� ,`...,1 36" FENCE POST SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND • ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24-HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE IN GOOD WORKABLE CONDITION. ® THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. • ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED MATERIAL SHALL BE COVERED OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. STANDARD SPECIFICATIONS FOR MULCHING DEFINITION APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, TO COVER THE SOIL SURFACE. PURPOSE THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A SEEDING DR SHRUB PLAN77NG IS ESTABLISHING. MULCH WILL CONSERVE MOISTURE AND MODIFY THE SURFACE SOIL TEMPERATURE AND REDUCE FLUCTUATION OF BOTH. MULCH WILL PREVENT SOIL SURFACE CRUS771VG AND AID IN WEED CONTROL. MULCH IS ALSO USED ALONE FOR TEMPORARY STABILIZATION IN NON -GROWING MON 7HS. CONDITIONS WHERE PRACTICE APPLIES ON SOILS SUBJECT TO EROSION AND ON NEW SEEDiNGS AND SHRUB PLANTINGS MULCH IS USEFUL ON SOILS WITH LOW INFiLTRA77ON RATES BY RETARDING RUNOFF. CRITERIA SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND DRAINAGE SYSTEMS. SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH PRODUCTS. REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF THE ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. APPLICATION RATES. MULCH - 2 TON/ACRE (2 BALES / 1000 SFf) SMP MAINTENANCE SCHEDULE CONSTRUCTION COSTS FOR STORMWATER PRACTICES: CONSTRUCTION OF RAIN GARDENS, COLD WEATHER INFILTRATION TRENCH, TOPSOILING, SEEDING -ESTIMATED CONSTRUC7ION COSTS: $10,000 THE HOMEOWNER WILL PROVIDE THE MAINTENANCE NEEDED IN ORDER TO ENSURE CONTINUOUS AND EFFECTIVE OPERATION OF THE STORMWATER CONTROL PRACTICES BOTH IN THE SHORT AND LONG TERMS. SLOPE LENGTH/FENCE LENGTH (FT.) SLOPE STANDARD REINFORCED SUPER <2% 30011500 N/A N/A 2-10% 12511000 25012000 30012500 10-20% 1001750 15011000 20011000 20-33% 601500 80/750 100/1000 33-50% 401250 701350 1001500 >50% 201125 301175 501250 - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. - WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, 7HE TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS. FABRIC MATERIAL CRITERIA GRAB TENSILE STRENGTH : 90 LBS ASTM D1682 ELONGA77ON AT FAILURE: 507. ASTM D1682 CONSTRUCTION SPECIFICATIONS 1. WOVEN WiRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 71ES OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH 71ES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. 3, WHEN TWO SECTIONS OF FILTER CL07H ADJOIN EACH 07HER THEY SHALL BE OVER -LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAF 100X, STABILINKA T14ON OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BULGES" DEVELOP IN THE SILT FENCE. Yfill�ll�ll/Jl l�lf�ll�I�iwrL�„ -- y' r FILTER FABRIC MIRAFI SEDIMENT REMOVAL IN THE RAIN GARDENS SHOULD BE PERFORMED ANNUALLY OR SEMIANNUALLY, IF REDUCED INFILTRATI0N IS REALIZED IN THE SMPS, REPLACEMENT OF THE STONE AND / OR PLANTING SOIL MAY BE REQUIRED, HOMEOWNER TO CONTRACT WITH EXCAVATING OR LANDSCAPING COMPANY AS NEEDED FOR THE REPLACEMENT OF STONE IN COLD WEATHER INFILTRATION TRENCHES. RAIN GARDENS ARE TO BE WEEDED AS NEEDED, PLANTING SOIL TO BE REPLACED IF REDUCED INFILTRATION IS REALIZED. NOTE: SEE SITE PLAN FOR AREA AND GEOMETRY 2-3" MULCH -� EROSION CONTROL IMPLEMENTATION SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE PRIOR TO CLEARING AND SOIL ENTIRE PROJECT (REMOVE AFTER FINAL SEDIMENT CONTROL FENCE DISTURBANCE SITE STABILIZATION AND VEGETATION ESTABLISHMENT) STABILIZED CONSTRUCTION DURING INITIAL SOIL ENTIRE PROJECT (REMOVE DURING FINAL ENTRANCE DISTURBANCE GRADING & RESTORE LAWN AREA) TEMPORARY SEEDING & ,AFTER INITIAL SITE GRADING UNTIL FINAL GRADING AND VEGETATION MULCHING ESTABLISHMENT STORMWATERDETENTION AREAS DURING FINAL SITE GRADING PERMANENT SEEDING &OTHER VEGETATION STABILIZATIONAFTER FINAL SITE GRADING PERMANENT 50' MIN OR AS NEEDED EXISTING GROUND FOR INDIVIDUAL SITE CONDITIONS VEGETATION SEEDING SCHEDULE AREA OF SEEDING RECOMMENDED APPLICATION SPECIES/MIX RATE KENTUCKY BLUEGRASS, 75 LBS/ACRE LA WN AREAS CREEPING RED FESCUE, TOTAL PERENNIAL RYEGRASS TEMPORARY SEEDING ANNUAL & PERENNIAL 75 LBS/ACRE FOR EROSION RYEGRASS MIX TOTAL CONTROL 6" MIN COURSE OF 2-4" STONE STABILIZED CONSTRUCTION ACCESS NTS WEEDING AND TRIMMING OF THE RAIN GARDENS SHOULD BE PERFORMED AS NEEDED THROUGHOUT THE SPRING, SUMMER AND FALL, TYPICALLY WEEKLY. ANY ERODED AREAS SHALL BE IMMEDIATELY REPAIRED, REMULCHED, REPLANTED, ESTIMATED ANNUAL COSTS FOR LANDSCAPING, MOWING, WEEDING ETC IF SUBCONTRACTED TO A LANDSCAPING COMPANY - 600 PER MONTH FOR 6 MONTHS ANNUALLY = $3600. HOMEOWNER TO CONTRACT WITH EXC4VATiNG OR LANDSCAPING COMPANY AS NEEDED IF SMPS ARE DAMAGED DUE TO FAILURES FROM EXTREME STORM EVENTS OR INADEQUATE FUNCTION, - WIDTH PER PLAN - NA ii VE PLANTINGS, SEE LANDSCAPING PLAN F'.anritr Sol; Red C 't"r�icr isrtss The chancte cs of the seed €er the bioreamnon far ih-, xse perh2as as itr+,portaat as the Etcilir' location, sane; and -,reavnesit. uolmm. Tb�;oil nnaw be pe xueabie enough to allow runoff'm filter ih t4ht mWQ. -tft e ttivl; g shara«esittez sWtabt.- to prcuato!e and sustain a robust vegetatiot. eovtf clop, .ln d6non, III cb n= il>e rlitZZYerit liSd�6Titxit`+iaC2 �IL;rvgm, and p?. hpit.5} I:, accorsyt2ished tbrcxigir adaorttIIatt andti ial aett'ri xv the so i proflie. i1leFefcae t soils mrit t bsiaaoc soil dt,: m7 and phe' ical pzoperiies to aippott hotc mr ,,n•hr above W bd w 9-mil pig soil shm'd be a saz learn 13amm'r'saadi loam (U_S A), or a loaiu sandinlixfamm rontain a m mnn, 35 to 60%sand>l o'st tie). 'ghe clay ccatent fL- frtese sons sl:auld by lea=' tbau 25%byuohatne.Soils. shdu;dfai_ L-:hta?.lor qr_cissiscathxtsoftthttinitiedsoil �ia.'a° ''.Cxiim S,FS.tein (USt S). A penuealmlity of at%ast 411 feet Ye` der (J : ".'}i S 23; Tequi -'S.'F (n. L.tP£t2S'.�31%YY '.`3]iLBt?f fl.j fL'C't lYl da'f is 7CT'.e"t �t?r d£�i�ii): l� fi61s..5iF4<3sd IY trtCt 3f �OSi25, n1�7�, foots; or R,hi z: ,,roody sate' - i; 1" It;.r2.L'143{z' &-ash cY E:fr0M t1=va: F.'eeds. Plammerit of, the planting Sri shoWd be in lifts of 12 to 18": lowly conapactec tfdtip� i a.? i . with a dazrc or 3xtc nti ktar. The specific cbaracter brc3 area p ited:in Tabs H, ' j TableH? PimmWScrACharactMa'5iic:- Parame6i Value PHrnge >.^_ to 7.00 $a essutu 35ltis.=acre_g,+i-,€flir= .` lbo*torzt,F'si3g;?. ,- 5 75: .1#E"'a'4ot .z''r•matA:ii: soluble s9ts 5 C ;av 10 to 25% Ili. Sall ; m M14 - -.- - PLANTING NOTES 1, PROTECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING AND FILLING AROUND BASE. 2. THE CONTRACTOR SHALL INSTALL 9" TOPSOIL IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING AND SOIL AMENDMENTS. 3. PLAN77NG SOIL FOR BACKFiLL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART COMPOSTED MANURE, I PART PEAT MOSS. 4. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. 5. MULCH FOR PERENNIALS SHALL BE FiNE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. 6. FERTILIZER iS PROHIBITED WHIN 50-FT OF THE SHORELINE OF LAKE GEORGE, OUTSIDE OF TNiS RES7RIC7ED AREA, IF FER77LIZERS ARE USED, 7HEY MUST BE PHOSPHOROUS FREE. STABILIZED CONSTRUCTION ACCESS CONSTRUCTION SPECIFICATIONS • STONE SIZE - USE 2-4" STONE • LENGTH - NOT LESS THAN 50-FEET • THICKNESS - NOT LESS THAN 6-INCHES. • WIDTH - 12-FOOT MINIMUM, • GE07EX77LE - WILL BE PLACED OVER THE EN77RE AREA PRIOR TO PLACING OF STONE. • SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE. PIPED BENEA7H THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 1 K. 5H SLOPES WILL BE PERMITTED. • MAINTENANCE - 7HE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH NLL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGH7S-0F WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF WAY MUST BE REMOVED IMMEDIATELY. • WHEN WASHING iS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. • PERIODIC INSPECTON AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAiN EVENT. CONSTRUCT BERM TO ACHIEVE REQ D DEPTH - APPROXIMATE EXIS77NG GRADE RAIN GARDEN MAINTENANCE KAfN aArcutN AREAS 5HUULD 6E TREATED AS A COMPONENT OF THE LANDSCAPING, ROUTINE MAINTENANCE INCLUDES THE REPLACEMENT OF PLANTS, MULCHING AND WEEDING TO MAINTAIN APPEARANCE. WEEDING IS IMPORTANT SO THAT WEEDS DO NOT PREVENT NATIVE PLANTS FROM ESTABLISHING THEIR ROOT SYSTEMS. IF STORMWATER RECHARGE ABILITY IS LOST BY SEDIMENT ACCUMULATION OR WATER PONDS FOR MORE THAN 48 HOURS, REMOVE ACCUMULATED SEDIMENT AND CLOGGED BARK MULCH AND PLANTING SOILS AND REPLACE, SEE PLANTING PLAN 2" FINE SHREDDED BARK MULCH 3" SOiL SAUCER RTH Disclaimer: r The information presented herein is general design Information only. For specific applications, GREEN' consult an independent professional for further design guidance. St.Wendel - CyntWana Rd. PH- 800-772-2040 Nfile, IN 47633 www.temrnagmm.com Drawn on: 318 41 TAIN GARDEN PUNT L15T SYM BOTANICAL NAME COMMON NAME SIZE REMARKS SHRUBS I {LEX VERTICILLATA WINTERBERRY HOLLY 24-30 in B & B MG MYRICA GALE I SWEET GALE 18-24 in B & B WH HAMAMELIS VIRGINIANA WITCH HAZEL B & B PERENNIALS BF IRIS VERSICOLOR BLUE FLAG IRIS 1 GAL CONTAINER GROWN PA POLYSTICHUM ACROSIICHOIDES CHRISTMAS FERN 1 GAL CONTAINER GROWN LC LOBELIA CARDINALIS CARDINAL FLOWER 1 GAL CONTAINER GROWN SF ONOCLEA SENSiBILIS SENSITIVE FERN 1 GAL CONTAINER GROWN JP EUPATORiUM MACULATUM SPOTTED JOE PYE WEED 1 GAL CONTAINER GROWN CF OSMUNDA CINNAMOMEA CINNAMON FERN 1 GAL CONTAINER GROWN SW PANCIUM ViRGATUM SWITCHGRASS SEED SHORELINE BUFFERING ACCEPTABLE PLANT SPECIES SMALLER TREES & LARGE SHRUBS (UNDERSTORY) HERBACEOUS PLANTS (PERENNIALS, GROUND COVER) VBURNUM TRILOBUM I AMERICAN CRANBERRY AROMA MELANOCARPA I BLACK CHOKECHERRY CEPHALANTHUS OCCIDENTALIS BUTTONBUSH SALIX BEBBIANA BEBB'S WILLOW SPIRAEA ALBA MEADOWSWEET NEMOPANTHUS MUCRONATUS MOUNTAIN HOLLY UNDERA BENZOiN NORTHERN SPICEBUSH AROMA ARBU71FOLiA RED CHOKECHERRY CORNUS SERICEA RED TWIG DOGWOOD SALIX LUCIDA SHINING WILLOW ALNUS iNCANA SPECKLED ALDER SPIREA TOMENTOSA STEEPLEBUSH MYRICA GALE SWEET GALE LLEX VER77CILLATA WINTERBERRY HOLLY HAMAMELIS WRGINiANA WiTCH HAZEL -ill 1= AMENDED PLANTING SOIL HEM-= l� I_I =1 I I=! I I l i (=i I I=1 i t-1(i�i i f-� l i=i i I_I I= NOTE THiS DETAIL SHALL APPLY TO ALL GROUND COVER, PERENNIAL AND ANNUAL BEDS ANNUAL & PERENNIAL BED PLANTING DETAIL 301 MONDARDA DIDYMA BEEBALM IRIS VENSiCOLOR BLUE FLAG IRIS VERBENA HASTATA BLUE VERVAIN TYPHA LA77FOLIA BROAD LEAVED CATTAIL LOBELIA SIPHILITiCA GREAT BLUE LOBELIA EUPATORIUM JOE PYE WEED THALICTRUM DIOiCUM MEADOW RUE VERNONIA NOVABORICENSIS NEW YORK IRONWEED SENNA HEBECARPA WILD SENNA PLANTINGS NOTE: PLANTS SHOWN ARE MINIMUM SUGGESTIONS, LOT OWNER MAY ESTABLISH LOT SPECIFIC PLANTINGS CONSISTING OF NA77VE ADiRONDACK SPECIES WITHIN THE PROPOSED LIMITS OF DISTURBANCE HREDDED < MULCH UGHSAUCER rN IDED TING SOIL 61 SLOPE INSTALLATION DETAIL 1. Prepare soil before installing rolled erosion control products (RECPs), Including any necessary application of lime, fertilizer, and seed. 2. Begin at the top of the slope by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12" (30cm) of RECPs extended beyond the up -slope portion of the trench. Anchor the RECPs with a row of staples/stakes approximately 12" (30cm) apart in the bottom of the trench. Backfili and compact the trench after stapling_ Apply seed to the compacted soil and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row Of stapieslstakes spaced approximately 12"(30cm) apart across the width of the RECPs. 3. Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staplesistakes in appropriate locations as shown in the staple pattern guide. 4. The edges of parallel RECPs must toe stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the RECPs type. 5. Consecutive RECPs spliced down the slope must be and over end (Shingle style) with an approximate 3"(7.5cm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire RECPs width. STANDARD AND SPECIFICATIONS FOR WINTER STABILIZATION Definition At Scone A temporary site specific, enhanced erosion and sediment control plan to manage runoff' and sediment at the site during construction activities in the winter months to protect off -site water resources. Conditions Where Practice Applies Thissiandard applies to all construction activities involved with ongoing land disturbance and exposure between November 15" to the following April 1'. Design Criteria 1. Prepare a snow management plan with adequate storage for snow and control of melt water, requiring cleared snow to be stored in a manner not affecting ongoing construction activities. 2. Enlarge and stabilize access points to provide for snow management and stockpiling. Snow management activities must not destroy or degrade installed erosion and sediment control practices. 3. A minimum 25 foot buffer shall be maintained from ail perimeter controls such as silt fence. Mark silt fence with tall stakes that are visible above the snow pack. 4. Edges of disturbed areas that drain to a waterbody within 100 feet will have 2 rows of sill fence, 5 feet apart, installed on the contour. 5. Drainage structures must be kept open and free of snow and ice dams. All debris, ice dams, or debris from plowing operations, that restrict the flow of runoff and meltwater, shall be removed. 6. Sediment barriers must be installed at all appropriate In toose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the RECPs. perimeter and sensitive locations. Silt fence and other practices requiring earth disturbance must be installed before the ground freezes. T Soil stockpiles must be protected by the use of established vegetation, anchored straw mulch, rolled stabilization matting, or other durable covering. A barrier must be installed at least 15 feet from the toe of the stockpile to prevent soil migration and to capture loose soil. S. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures should be initiated by the end of the next business day and completed within three (3) days. Rolled erosion control blankets must be used on all slopes 3 horizontal tot vertical or steeper. 9, If straw mulch alone is used for temporary stabilization, it shalt be applied at double the standard rate of 2 tons per acre, making the application rate 4 tons per acre. Other manufactured mulches should be applied at double the manufacturer's recommended rate. 10, To ensure adequate stabilization of disturbed soil in advance of a melt event, areas of disturbed soil should be stabilized at the end of each work day unless: a. work will resume within 24 hours in the some area and no precipitation is forecast or; b. the work is in disturbed areas that collect and retain runoff, such as open utility trenches, foundation excavations, or water management areas. 11. Use stone paths to stabilize access perimeters of buildings under construction and areas where construction vehicle traffic is anticipated. Stone paths should be a minimum 10 feet in width but wider as necessary to accommodate equipment. Maintenance The site shall be inspected frequently to ensure that the erosion and sediment control plan is performing its winter stabilization function. ifthe site will not have earth disturbing activities ongoing duringthe "winter season", all bare exposed soil must be stabilized by established vegetation, straw or other acceptable mulch, matting, rock, or other approved material such as rolled erosion control products. Seeding of areas with mulch cover is preferred but seeding alone is not acceptable for proper stabilization. Compliance inspections must be performed and reports filed properly in accordance with the SW PPP for all sites under a winter shutdown. November 2016 Page 2.38 New York State Standards and Specifications For Erosion and Sediment Control TAX MAP # 226.12-1-82 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 2 APPROVAL DRAWINGS, FOR CONSTRUCTION 81512022 1 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 712112022 0 ISSUED TO TOWN OF QUEENSBURY PLANNING & ZONING BOARDS 1511612022 No. l Revisions Date CONSTRUCTION DETAIL SHEET prepared for Robert & Jean Tarrant 308 Cleverdale Road - Sandy Bay - Lake George Town of Queensbury, Warren County, New York Scale: NOTED SHRUB PLANTING ®f..TAIL ` ESS9 Drawn: LWD Checked: GTH 169 Havlland Rood NTS ALTERATIOF T CENT EXCEPT Queensbury, NY 12804 BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering P'LLC (518) 745-0308 Fox Date: 10/14 illSort Inc,has beencoaracteel by uji Clean tt it : . ChiMObullof t you *TLt. the fir-,Ttwo yewaf wv1, mantansics, td j as any vmrrwity service should. rtba required, This cordracthas, beco paid in fUll on your behaff. This coniratftl It providedin *=rglance with applicable EWE and locffl regaimiorm- IW°into behyee n Elsweith & SmL Excavathg, I. ' a rbd,Bcb Ta ryant still be boalnparties In a=rftwe wdh the, : n" a .a0 Wf'r+ tt h W ow Date, Term of tt M0401: Moinlanance and Mershall commist ° 2 yeni' Cleverdsle Road, Queenebury,°Y:? a_ tr$ r r�s r; ,� W t Fq Clew Imt `-ni tho, TN DEC +ant$ mam.&cUmer's requirements. Ttk, includes but is not lithited ta, lbe ful two service vises per Year ( unth an 1 ). 34MM VWI Operationgrad Mainlaftaocr.. adiviwoetailed in. the OWzfmnand Makiftmancemanuat check the sludge depth to determine I : for rcn speo on 0r Om fWA l ettlwvv "a dete nakhepro, per opem-ti dl a tin l e s r.� it n ..,. to to a pH, l. test mainlafn epe,rWio . Service Calls: Service ld p id r. e rftn: two days.. Service PruViderwill nppVa charge for labor, II . , e and ahippngfor � . ' N, n.V!mermnt p fra anises covared d ' P. ion thrm vfil be, submitteV10 1:' ! and state aulhodibiesas, .. l of able in tte event of sob of Itle Mow The rAvw of ft system agrees to use tha sp-tvai as oulll .w` the, ,_e etc T he owner allso undersIanda tFal any abtoe Ca the Wslommay void the manufactuTers tDwmr acknowl9dges thErt the foilawing items wn,, oveartax the hi ' l s � apt shall as lam. t ro , disposable i r , k1h r$ lar rya r. b,�t rn , LNgarene bult% cwdwns and other 5jrnjjafftOjUteI,DWW aC%n a. E,-* ftv'te fd1omRgcan desiroy ft bblo",,Sto, intraouce chernicalssuch as pair, varn: hvit,e ttriwrtefs, vwaM, oiIsp phatog raph ic s ohffi am, pestcidep an, d exon d7ee ma"WAS at hold system, The owler aanowlsidges, UhaR of these s, II void Iha n rlt�. be in ,cdation ofo law - Deist Service Frovidal ,S[Izworth & Son i, Inc ore 149 Fort r NY 12927 I� 1 • I� i I 226.12-1- 0 U.P. f�M38 311 Cleverdal Road Lands NIF of Bray HOLDING TANK PER BLDG PERM.REPUTED 89-528 COMMUNITY __-WATER SUPPLY 226.12-1-9 309 Cleverdale R ad Lands NIF of Craft I ETU & SAND FILTER BEHIND HOUSE APPV'D { BOH VARIANCE REPUTED REQUESTS COMMUNITY MAY 2 2022 W s ATER SUPPLY �/�/ ell Ca5ing LL 4I -8V SIV An FORTOE or - i i 226.12-1-8 307 Cleverdale Road Lands NIF of Eafrato I SEPTIC IN REAR PER BLDG PERM. 95-373 WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK, PUMP STATION, 10, 50' 10, 10, 50' FORCE MAIN ABSORPTION FIELD 10, 100, 10, 20' 100, (TOE OF FILL) SITE DEVELOPMENT DATA SITE AREA: 0.24-AC (10,406 SF) PREVIOUS IMPERVIOUS CHANGE IN IMPERVIOUS COVERAGE PROPOSED IMPERVIOUS COVERAGE COVERAGE HOUSE 1175 SF (535 SF) 640 SF GARAGE 365 SF ---- 365 SF PORCH 270 SF 95 SF 365 SF SHED 220 SF ---- 220 SF WALKS, WALLS & STAIRS 735 SF 105 SF 840 SF TOTAL IMPERVIOUS 2765 SF (335 SF) 2430 SF PERCENT IMPERVIOUS 26.6% (3.2%) 23.4% PERMEABILITY 73.4% 3.2% 76.6% TEST PITS PERCOLATION TESTS PERCOLATION TEST TP-1 - 716121 BY. L.W. DOBIE, P.E. PT-1 - 3111122 BY. L.W. DOBIE, P.E. PT-3 - 4126122 BY. L.W. DOBIE, P.E. GARAGE SOUTHWEST OF PROP. ABSORPTION FIELD STABILIZED PERCOLATION RATE. STABILIZED PERCOLATION RATE: 0-8" TOPSOIL/GRASS 24 MINUTES, 30 SECONDS PER INCH 12 MINUTES PER INCH -36" RED -BROWN FINE LOAMY -SILTY SAND 8 36-50" BROWN SILTY LOAM, MOTTLED PT-2 - 3111122 BY L.W. DOBIE, P.E. BOUNDARY CONDITION ® 36" STABILIZED PERCOLATION RATE: ROOTS TO 36" 28 MINUTES PER INCH UNKNOWN W/W SYSTEM Garage b w... b. MOM 'mom c0 30' P.L. SETBACK PT-3M+ MOW�W /yV� wmw 24.5' ®® ®mamw ._ r q .� 226. 12 -1- 82 o �.� � N J J 308 Cleverdale Road z W w Lands of c Robert & Jean Tarran B:779 P:261 w U r- Shed 3-. 3� u o 'Q' Wood Cover ESTIMATED AQnioncj=n g7► nna ®ai=a P d no W/W SYSTEM PARCEL AREA = 10,406 SF 22% ALLOWABLE F.A.R. ALLOWABLE FLOOR AREA = 2289 SF PROPOSED HOUSE FOOTPRINT = 640 SF FIRST FLOOR AREA = 640 SF SECOND FLOOR AREA = 476 SF (FROM ARCHITECT, FLOOR AREA WITH GREATER THAN 5-FT CEILING HT.) PORCH AREAS = 365 SF GARAGE AREA 1= 365 SF (GROUND LEVEL) GARAGE AREA 11= 200 SF (SECOND LEVEL, 9' WIDTH OF GREATER THAN 5' CEILING HEIGHT) SHED = 220 SF TOTAL FLOOR AREA = 2266 SF FLOOR AREA RATIO = 21.8% SITE SETBACKS REQUIRED FOR PROPOSED MOST HOUSE RESTRICTIVE WR ZONE 40.8' 3Z5' SHORELINE 50' (PORCH) (PORCH STAIRS) * AIV REQ'D * * AIV REQ'D 16.3' 1.0' NORTH SIDE 20' * * AIV REQD (GARAGE) 15.8' 1.5' SOUTH SIDE 20' * AIV REQ'D * (SHED) 90.7' 6.5' FRONT 30' (ENTRANCE ROOF) (GARAGE) �2 a J 226 . 12,- - 8 310 Cleverdale Road Lands NIF of Joseph & Carolyn Potvin. B:1442 P:13 NATURAL ROCK SLOPE STABILIZATION 2w x 27 STONE ABSORPTION BED, INSTALLED IN STABILIZED FILL 165.95' N 85031148" W - S 85°48145" E 177.02� 2" PVC SDPI 26 0 FORCEMAIN Q ® m a 4" PVC 2B HOUSE SEWER FM DO - FM FM _ FM 2W SIDE SETBACKB L6 j.. : `.;. Adjoining NoU5e FU3I CLEAN CE-5 ENHANCED TREATMENT UNIT 226.12-1-83 304 Cleverdale Road Lands NIF of Carol B. Wright & Paul J. Scilipoti B:5770 P:68 C 500 GAL SEPTIC TANK W I DUPLEX PUMPS, W 13W' RISER PUMP & FU3I CLEAN CONTROL PANELS UNDER PORCH, 0 ON FOUNDATION W ALL -� 29' CE�X 49' 40' S/V APPVD ' Area 10406.1 Sq. Feet 0.24 Acres LAKE WATER SUPPLY FIL L SLOPE TOIL s ® SHORE CO a �--- GARDEN Q 2. 9 `. min `-- W w a �y w w SCA GRAPI 5 0 2.5 ( IN FEET ) 2" HDPE LAKE W ATER SUPPLY REPUTED '.AKE WATER SUPPLY 34't INSTALLATION DATE: 8128 - 91712023 INSTALLED BY - CRANDALL EXCAVATING, INC. RECORD DRAWING NOTE: A REPRESENTATIVE OF OUR OFFICE VISITED THE S17E DURING CONSTRUCTION AND IT IS MY OPINION THAT THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN AND 7741S RECORD DRAWING. FINAL SURFACE FINISHING, LANDSCAPING AND TURF ESTABLISHMENT IS ONGOING. LUCAS W. DOBIE, P.E. 91812023 DOCK 1'± To Shore boat oat HOU5eLake Sandy eo Grcre 1 Bayr MAP REFERENCE i.71 ft Dock A y APR SHORELIN OVED *.8' PORCH T® SN®RELINE 61'± Along Shore 3.5'± To Shore w- w w w w EXIST. LAKE - MAA W EL. 320.2 WATER INTAKE+, Dock BASE SURVEY INFORMATION TAKEN FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR ROBERT & JEAN TARRANT..." PREPARED BY.• VAN DUSEN & SIEVES LAND SURVEYORS, QUEENSBURY, NY. DATED: JUNE 4, 2021 ED Call Before You Dig Wait The Required Time 19 Confirm Utility Response ® Respect The Marks ® Dig With Care 800-962.7962 www.digsafelynewyork.com LOCATION SEPTIC VARIANCE SUMMARY SEPTIC VARIANCES APPROVED BY THE TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH UNDER RESOLUTION BOH 44, 2022 ON MAY 16, 2022 1. ABSORPTION FIELD TO WESTERLY WELL AT 307 CLEVERDALE RD 100' REQUIRED 81' PROPOSED FOR TOE OF FILL 5. PUMP STATION TO SHORELINE 19' OF RELIEF REQUESTED 50' REQUIRED ABSORPTION BED MEETS 100' WELL SETBACK 40' PROPOSED FOR PUMP STATION 10' OF RELIEF REQUESTED 2. ABSORPTION FIELD TO NORTHERLY PROPERTY LINE 6. PUMP STATION TO PROPERTY LINE 10' REQUIRED 10' REQUIRED 2' PROPOSED FOR TOE OF FILL T PROPOSED FOR PUMP STATION 8' OF RELIEF REQUESTED 3' OF RELIEF REQUESTED ABSORPTION BED MEETS 10' P.L. SETBACK Z PUMP STATION TO HOUSE 3. FUJI CLEAN ETU TO HOUSE 10' REQUIRED 10' REQUIRED 4.5' PROPOSED FOR PUMP STATION 5' PROPOSED FOR ETU 5.5' OF RELIEF REQUESTED 5' OF RELIEF REQUESTED 8. FORCE MAIN TO HOUSE 4. FUJI CLEAN ETU TO NORTHERLY PROPERTY LINE 10' REQUIRED 10' REQUIRED 3' PROPOSED FOR FORCEMAIN T PROPOSED FOR ETU 7OF RELIEF REQUESTED 3' OF RELIEF REQUESTED 9. FORCE MAIN TO SHORELINE 50' REQUIRED 43'PROPOSED FOR FORCEMAIN T OF RELIEF REQUESTED TAX MAP # 226.12-1-82 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.