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RC-0129-2022 Office Use Only ADDITION/ALTERATION PERMIT Permit#: PC.-Qt 2=q ZO2Z. APPLICATION Permit Fee:$ Town of Queensbwy 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.gueensbury.net �a� Flood Zone?(f( N Reviewed By: Project Location: 19 Fitzgerald Road - Glen Lake �� `� r e 1 x,)& \A G Me— Z Tax Map ID#: 289.18-1-17 Subdivision Name: 13 C PROJECT INFORMATION: BAR 2 4 2022 TYPE: X Residential Commercial, Proposed Us T WN OBul NQ EENSBURY CO®ES X Single-Family _Two-Family _Multi-Family (#of units ) _Townh'aus Business Office _Retail _Industrial/Warehouse X Garage (#of cars 3 ) Other(describe ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1,447 1st floor: 228 2nd floor: 11038 2nd floor: 31 floor: 3rd floor: Basement(habitable space): Basement(habitable space):228 Total sq ft: 2,485 Total sq ft: 456 Scope of work to be done: Renovations and additions to an existing single family residence. Demolition of existing 2 car garage and breezeway. Construction of a new 3 car garage and mudroom\entry. Master bedroom walk-in closet addition, renovation to existing dining room and basement family room. Project includes new sewage disposal bed and additional septic tank capacity. Addition/Alteration Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ $300,000 2. Source of Heat (circle one): X Gas _Oil _Propane _Solar_Other Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on the plot plan? YES X NO Explain: 4. Are there any easements on the property? X YES _NO There is an ingress\egress right of way along the front of the property SITE INFORMATION: at the lake for all adjoining neighbors • Is this a corner lot? _YES XNO • Will the grade be changed as a result of the construction? YES XNO • What is the water source? PUBLIC XPRIVATE WELL • What type of wastewater system is on the parcel? _SEWER xPRIVATE SEPTIC DECLARATION: 1. 1 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are atrue and a 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. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Ethan P. Hallll�- Architect\Ngent for the Applicant SIGNATURE: c-6610L DATE: 23 March 2022 Addition/Alteration Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Michael &Alice Crotty Mailing Address, C/S/Z: 19 Fitzgerald Road, Queensbury NY 12804 Cell Phone: (( 518. )480-5362 Land Line: Email: -mikecrotty47@gmail.com Primary Owneds): Name(s): Michael &Alice Crotty Mailing Address, C/S/Z: 19 Fitzgerald Road, Queensbury NY 12804 Cell Phone: 518 )480-5362 Land Line: Email: m0kPcrottV47nomail rom ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): R. L. Chase Builder-Rick Chase Contractor Trade: General Contractor Mailing Address, C/S/Z: 20 Marion Ave., South Glens Falls NY 12803 Cell Phone: 518- )361-3656 Land Line: Email: rlchasebuilder@nycap.rr.com "Workers' Comp documentation must be submitted with this application" • Arch itect(s)/Engineer(s): Business Name: Rucinski Hall Architecture Contact Name(s): Ethan P. Hall Mailing Address, C/S/Z: 134 Dix Ave, Glens Falls NY 12801 Cell Phone: 518 )260-2888 Land Line: 518 )741-0268 Email: Prlhallanjjran rr rnm Contact Person for Compliance in regards to this project: Ethan P. Hall Cell Phone: 518 )260-2888 Land Line: 518 )741-0268 Email: ephall _nycap.rr.com Addition/Alteration Application Revised January 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) Two (2) full sets of plans Over 1,500 sq. ft. requires engineering stamp Design loads on plans: 115 Wind Floor Loads 40 psf (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties ,l Window schedule with glass size & main doors/Air leakage< .5 cfm for doors, < .3 cfm for windows/Tempered glass in bathrooms Door schedule/Main entrance 36" door Emergency Escape or Bedrooms & Habitable Space Above-grade: 5.7 sq.ft. "IA Grade: 5.0 sq. ft. � 24" (h)x 20" (w) minimum� 44" maximum height above door ,,rrss Window control devices 24" or less 2"d story or 72" above grade `{Y1- Egress window from basement 5.0 sq. ft. Floor system sizing per table 502.3.1 °r Residential check ERI or Prescriptive method Driveway length: 300' or more-12' width required/500' or more,turnaround required Foundation drainage on plans, if required 6" drop in 10' exterior grade / Framing cross section for each roof line, vertical fire stopping every 10' where _ Ul required/joist spans pg. 127 Ice &snow shield—24" from exterior wall Platforms at exterior doors Stairway headroom 6'8"; all stairs 36" width Stair run and rise VIA Winder run and rise Spiral stairs meet requirements Smoke detectors—battery backup & proper location, interconnected Bathroom fixtures—proper clearance Hall width-36" width Handrails more than four risers on open sides Railing&guards > 30"/basement stairs included/closed risers more than 4" in height Safety glazing notes for required areas Garage fire separation: %" gable end/5/8" under living space &%" on walls/20 min. door and closer 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 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected 11 within 15' of sleeping area Soil test results, if required Septic to well or water line separation All paperwork signed Note on plans energy saving light bulbs 90% Blower door test agency paperwork Floodplain Permit required-check map: 2 feet above flood elevation lei Hurricane clips required Floors less than 2 x 10 covered by%2" gypsum or 5/8" wood panel -MA-Manuals S &J required for heating system. Cold air return hard piped Mh-separate room for draft HVAC or hot water heater with fresh air HRV shown and calculations Baffles at eaves for insulations and knee walls Makeup air for range hood >400 cfm Continuous header for garage doors to end wall Chimney rain cap shown for fireplaces Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised October 2021 I TO WN OF Q UEENSB URY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Ian to scale Y6Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) XAII wells on property and adjacent properties shown water line shown Municipal or well 10'separation to any part of system Setback to property lines show 10' or more for any part of system Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline 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) idiSeptic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each 7-6Leech Field 20' from foundation 100'from any well 10' from water line *-Seepage pit 150'from well 50'from septic tank Seepage Pits 3-times diameter apart _Septic tank and pump stations over 30 gallons 50'from watercourse or wetland %distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George Leech field 100'from watercourse or wetland NKoe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation Nit� Provide Engineer/Architect stamp for bed or design systems Department of Health Approval for all mobile home park new systems Flood Plain requirements *21 above established flood elevation to bottom of system _All tanks anchored or 2' above flood elevation Revised 4/15/2021 A Generated by REScheck-Web Software OR Compliance Certificate ° o p � DT . a 5 . o0 Nq 34 Project Crotty Addition _ Ln fl- = Energy Code: 2018 IECC E °� � u.2. Location: Glens Falls, New York D Construction Type: Single-family N1AR Z 4 2025 I rr a � Project Type: Addition _N A A Climate Zone: 6 (7635 HDD) TOWN OF Qi..iFJtiN<SBLIRY � O Permit Date: BUILDING ex Off)[)'--'S �, N Permit Number: V Construction Site: Owner/Agent: Designer/Contractor: NO 19 Fitzgerald Road Michael&Alice Crotty Ethan P. Hall r* N Queensbury, NY 12804 19 Fitzgerald Road Rucinski Hall Architecture I n N Queensbury, NY 12804 134 Dix Ave i 518-480-5362 Glens Falls, NY 12801 mikecrotty47@gmail.com 518-741-0268 ephall@nycap.rr.com �Compliance: Passes using UA trade-off Compliance: 4.8%Better Than Code Maximum UA: 273 Your UA: 260 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 LIA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 3: Cathedral Ceiling 1,038 49.0 0.0 0.022 0.026 23 27 Ceiling 2: Cathedral Ceiling 250 49.0 0.0 0.022 0.026 6 7 Ceiling 1: Raised or Energy Truss 132 49.0 0.0 0.020 0.026 3 3 Ceiling 4: Raised or Energy Truss 228 49.0 0.0 0.020 0.026 5 6 Wall 1:Wood Frame, 16"D.C. 306 21.0 3.6 0.046 0.045 14 13 Window 1:Wood Frame:Double Pane with Low-E 12 0.290 0.300 3 4 Wall 2: Wood Frame, 16"D.C. 762 21.0 3.6 0.046 0.045 29 29 Door 2:.Solid 20 0.300 0.300 6 6 t i ".. 0 ®Door 4: Solid F ta t,E �° 18 0.300 0.300 5 5 Door 3: Solid 20 0.300 0.300 6 6 Door 1:Glass 40 0.320 0.300 13 12 Window 2:Wood Frame:Double Pane with Low-E 29 0.290 0.300 8 9 Wall 3:Wood Frame, 16"o.c. 1,320 21.0 3.6 0.046 0.045 55 54 Window 3:Wood Frame:Double Pane with Low-E 126 0.290 0.300 37 38 Project Title: Crotty Addition Report date: 03/23/22 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned 1,038 38.0 0.0 0.026 0.033 27 34 Space Crawl 1: Solid Concrete or Masonry Wall height: 5.9' 201 0.0 15.0 0.056 0.055 6 6 Depth below grade:4.9' Insulation depth: 5.5' Crawl 2: Solid Concrete or Masonry Wall height: 5.9' 500 0.0 15.0 0.056 0.055 14 14 Depth below grade:4.9' Insulation depth: 5.5' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building,has.been desi ned to,meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory�r.'e" " emery tis ,i the REScheck Inspection Checklist. Ethan P. Hall-Architect F. �aa;� !�J NM� Name-Title Signatur Date Ja Q a l 5. �3 Project Title: Crotty Addition Report date: 03/23/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ;❑Complies ;Requirement will be met. 103.2 1documentation demonstrate UDoes Not [PR1]1 !energy code compliance for the i :Location on plans/spec:A- 14 ;building envelope.Thermal ❑Not Observable ;1 ;envelope represented on ;❑Not Applicable !construction documents. 103.1, ;Construction drawings and ;❑Complies :Requirement will be met. 103.2, documentation demonstrate !❑Does Not 403.7 ;energy code compliance for Not Observable :location on plans/spec:A- [PR3]1 ;lighting and mechanical systems. I❑ ;1 !Systems serving multiple !❑Not Applicable (dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. i 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Com lies ;Requirement will be met. I 9 9g g: P q 403.7 (sized per ACCA Manual S based ! Btu/hr Btu/hr :❑Does Not [PR2]2 i on loads calculated per ACCA 1 :Location on plans/spec:A- Manual or other methods Cooling: Cooling: ;❑Not Observable ;1 J approved by the code official. Btu/hr i Btu/hr ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Crotty Addition Report date: 03/23/22 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions • & Req.ID 402.2.11 i Unvented crawl space wall ', R- R- ;❑Complies ;see the Envelope Assemblies 1 table for values. [F07] insulation R-value. ❑Does Not R- R- loll ; ; ;❑Not Observable ❑Not Applicable 303.2 ;Unvented crawl space wall j❑Compliess ;Requirement will be met. [F08]1 Hnsulation installed per I❑Does Not manufacturer's instructions. I Location on plans/spec:A- l0 I i❑Not Observable j 11]Not Applicable 1 402.2.11 ,Unvented crawl space continuous i'i❑Complies ;Requirement will be met. [F09]1 ;vapor retarder installed over f❑Does Not 9 jexposed earth,joints overlapped Location on plans/spec:A- by 6 in.and sealed,extending at ❑Not Observable ;1 1 least 6 in. up and attached to the $❑Not Applicable wall. j 402.2.11 ;Unvented crawl space wall in. in. ;❑Complies ;see the Envelope assemblies [FO10]1 !insulation depth of burial or ;❑Does Not table for values. ldistance from to of wall. l®J ; p ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed I❑Complies ;Exception: Requirement is [FO11]2 to protect exposed exterior I❑Does Not I not applicable. insulation and extends a B minimum of 6 in. below grade. ❑Not Observable I❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies :Exception: Requirement is [FO12]2 controls installed. ❑Does Not 1 not applicable. 9 ii ,J ( I❑Not Observable 1❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Crotty Addition Report date: 03/23/22 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & RegAD 402.1.1, I Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I I❑Does Not ;table for values. [FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, lGlazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ;❑Not Observable ; [FR2]1 I ;❑Not Applicable 303.1.3 ;U-factors of fenestration products I❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance S❑Does Not J !with the NFRC test procedure or #❑Not Observable Location on plans/spec:A- ;taken from the default table. ;1 I J❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier J❑Complies :Requirement will be met. [FR23]1 i installed per manufacturer's I❑Does Not 1 instructions. {❑Not Observable Location on plans/spec:A- U 1 1❑Not Applicable 402.4.3 ;Fenestration that is not site built j❑Complies ;Requirement will be met. [FR20]1 !is listed and labeled as meeting I❑Does Not `Q AAMA/WDMA/CSA 101/I.S.2/A440 j❑Not Observable ;or has infiltration rates per NFRC i400 that do not exceed code !❑Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures '❑Complies ;Exception: Requirement is [FR16]2 f sealed at housing/interior finish 1❑Does Not :not applicable. land labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable j I❑Not Applicable 403.3.1 (Supply and return ducts in attics i❑Complies ;Exception: Ducts located [FR1211 ;insulated >= R-8 where duct is []Does Not completely inside the CO j>= 3 inches in diameter and >= j building envelope. R-6 where < 3 inches.Supply and ❑Not Observable I return ducts in other portions of j❑Not Applicable Ahe building insulated >= R-6 for !diameter>= 3 inches and R-4.2 I ;for< 3 inches in diameter. } 403.3.2 ;Ducts,air handlers and filter ;❑Complies ;Requirement will be met. [FR1311 ;boxes are sealed with I❑Does Not !joints/seams compliant with i !Location on plans/spec:A- 'International Mechanical Code or ;❑Not Observable ;1 I International Residential Code, as !❑Not Applicable (applicable. i ! 403.3.5 ;Building cavities are not used as I ;❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. !❑Does Not I 8' I ❑Not Observable :Location on plans/spec:A- ❑Not Applicable !1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Crotty Addition Report date: 03/23/22 Data filename: Page 5 of10 1 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.3.7 j Ducts declared to be within the ;❑Complies ;,Requirement will be met. [FR28]3 Iconditioned space are either 1) i❑Does Not completely within the continuous I :Location on plans/spec:A- J air barrier and within the building ❑Not Observable ;1 ;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 l !continuous air barrier and within jthe building thermal envelope I land the duct leakage is <= 1.5 I !cfm/100 square feet of 1 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- ; I Ivalue of the insulation on the I l 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies ;,Exception: Requirement is [FR17]2 }above 105 2F or chilled fluids ;❑Does Not :not applicable. j3elow 55 °F are insulated to zR- ; ;❑Not Observable { I T❑Not Applicable 403.4.1 I Protection of insulation on HVAC ;❑Complies ;,Exception: Requirement is [FR24]1 Ipiping. {❑Does Not :not applicable. � I B ! I❑Not Observable j ;❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Exception: Requirement is [FR18]2 I>_R-3. :❑Does Not :not applicable. 109 ;❑Not Observable I❑Not Applicable 403.6 !Automatic or gravity dampers are S❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air !❑Does Not intakes and exhausts. ❑Not Observable I Location on plans/spec:A- j❑Not Applicable I Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Crotty Addition Report date: 03/23/22 Data filename: Page 6 of10 7 Section F;lans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 IAII installed insulation is labeled 1❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not e, {provided. I i ❑Not Observable I❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 i ❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable I ❑Not Applicable I I I I I I 303.2, ;Floor insulation installed per j❑Complies ;Requirement will be met. 402.2.8 ;manufacturer's instructions and 1❑Does Not [IN2]1 !in substantial contact with the i !Location on plans/spec:A- I41 ;underside of the subfloor,or floor j❑Not Observable 1 �/ ;framing cavity insulation is in 11]Not Applicable !contact with the top side of !sheathing,or continuous insulation is installed on the l underside of floor framing and 1 extends from the bottom to the top of all perimeter floor framing I members. 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 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass !❑Not Observable ! [IN3]1 !exterior,the exterior insulation ; ; ; ; IUDI requirement applies(FR10). ;❑ Steel i❑ Steel :❑Not Applicable I I I I I I I I 1 1 I I I 1 I I I I 303.2 ;Wall insulation is installed per ;❑Complies :Requirement will be met. [IN4]1 !manufacturer's instructions. J❑Does Not 1 I �Location on plans/spec:A- ;❑Not Observable ;1 ! i❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Crotty Addition Report date: 03/23/22 Data filename: Page 7 of10 f Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ,Ceiling insulation R-value. R- R- ;❑Complies ;see the Envelope Assemblies 402.2.1, 1 ❑ Wood ;❑ Wood T❑Does Not table for values. 402.2.2, ;❑ Steel ❑ Steel t❑Not Observable 402.2.6 1 [FI1]1 ; :❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ¢❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. F]Does Not [FI2]1 !Blown insulation marked every 1 :Location on plans/spec:A- 300 ftz. ;❑Not Observable ;1 ' i❑Not Applicable 402.2.3 Vented attics with air permeable ;❑Complies :Requirement will be met. [FI22]z j insulation include baffle adjacent ;❑Does Not Ito soffit and eave vents that € :Location on plans/spec:A- 4 extends over insulation. j j❑Not Observable ;1 I❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [F13]1 insulation >_R-value of the ;❑Does Not !adjacent assembly. ;❑Not Observable :Location on plans/spec:A- 1 ;❑Not Applicable 1 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2,and ;❑Does Not I !<=3 ach in Climate Zones 3-8. I : :Location on plans/spec:A- ❑Not Observable ;1 ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [FI27]1 I determine air leakage with ft2 ft2 :❑Does Not handlers are located within either: Rough-in test:Total conditioned space. leakage'measured with a I ;❑Not Observable ; !pressure differential of 0.1 inch ;❑Not Applicable Iw.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 lw.g. across the entire system ;including the manufacturer's air 1 handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [FI4]1 !cfm/100 ft2 across the system or ! ft2 ; ft2 ;❑Does Not :handlers are located within !<=3 cfm/100 ft2 without air I ; :conditioned space. handler @ 25 Pa. For rough-in : ;❑Not Observable ; ;tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. : 403.3.2.1 ;Air handler leakage designated ,❑Complies ;Requirement will be met. [FI24]1 !by manufacturer at<=2%of I❑Does Not !design airflow. I :Location on plans/spec:A- i I❑Not Observable ;1 ! i }❑Not Applicable 403.1.1 ;Programmable thermostats i ❑Complies :Requirement will be met. [F19]2 ;installed for control of primary I❑Does Not : jheating and cooling systems and , initially set by manufacturer to ! :❑Not Observable ,code specifications. s {❑Not Applicable 403.1.2 �Heat pump thermostat installed i ;❑Complies ;Exception: Requirement is [FI10]z �on heat pumps. i❑Does Not not applicable. j❑Not Observable i j❑Not Applicable 403.5.1 Circulating service hot water ;❑Complies ;Exception: Requirement is [Fl11]z :systems have automatic or I❑Does Not .not applicable. j accessible manual controls. I ; ❑Not Observable j❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Crotty Addition Report date: 03/23/22 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 Wl mechanical ventilation system ;❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed •❑Does Not HVAC equipment meet efficacy l Location on plans/spec:A- i and air flow limits per Table !' !❑Not Observable 1 R403.6.1. 4 ;❑Not Applicable 403.2 ;Hot water boilers supplying heat ' (❑Complies ;,Exception: Requirement is [FI26]2 Ithrough one-or two-pipe heating ;❑Does Not :not applicable. I systems have outdoor setback i control to lower boiler water '❑Not Observable ;temperature based on outdoor i '❑Not Applicable temperature. i 403.5.1.1 Heated water circulation systems ; ;❑Complies :Exception: Requirement is [FI28]2 'have a circulation pump.The I I❑Does Not not applicable. !system return pipe is a dedicated I return pipe or a cold water supply c❑Not Observable !pipe. Gravity and thermos- !❑Not Applicable ;syphon circulation systems are i I not present. Controls for circulating hot water system i pumps start the pump with signal lfor hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and I I no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ;❑Complies :,Exception: Requirement is [F129]2 !comply with IEEE 515.1 or UL ;❑Does Not not applicable. !515.Controls automatically adjust the energy input to the "❑Not Observable heat tracing to maintain the UNot Applicable Idesired water temperature in the I piping. 403.5.2 ;Demand recirculation water ; ;❑Complies ;Exception: Requirement is [F130]2 ;systems have controls that i :❑Does Not .not applicable. "manage operation of the pump land limit the temperature of the ; ;❑Not Observable water entering the cold water ❑Not Applicable ,piping to <= 104°F. 403.5.4 ;Drain water heat recovery units I ,❑Complies Requirement will be met. [FI31]2 ;tested in accordance with CSA EDoes Not 655.1. Potable water-side !❑Not Observable :Location on plans/spec:A- pressure loss of drain water heat ; ;1 'recovery units < 3 psi for I ENot Applicable individual units connected to one I i or two showers. Potable water- side pressure loss of drain water } heat recovery units <2 psi for i individual units connected to I 'three or more showers. 404.1 90%or more of permanent ; ;❑Complies ;Requirement will be met. [FI6]1 :fixtures have high efficacy lamps.! j❑Does Not ❑Not Observable ;Location on plans/spec:A- ;1 I i !❑Not Applicable 404.1.1 ;Fuel gas lighting systems have J❑Complies ;,Requirement will be met. [FI23]3 ;no continuous pilot light. I❑Does Not I ;Location on plans/spec:A- ❑Not Observable ;1 { I `❑Not Applicable 401.3 ;Compliance certificate posted. ; !❑Complies ;Requirement will be met. [F17]2 :❑Does Not ❑Not Observable ! ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Crotty Addition Report date: 03/23/22 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 10Complies :Requirement will be met. [FI18]3 i mechanical and water heating I❑Does Not j systems have been provided. ` 1❑Not Observable I❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Crotty Addition Report date: 03/23/22 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 24.60 Below-Grade Wall 15.00 Floor 38.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.29 Door 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 7*zero ......................... The Foam Guy K Son *DEPTH REPORT'S 11/9/2022 Project: 19 Fitzgerald Rd. Queensbury NY 12804 Signee: Mike Crotty (518)480-5362 Please Note: This document is intended for Warren County Building Department. rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr�rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr 1 . Roof Slopes- I st/2nd Floor/Addition Open Cell Depth(11 ") R Value(49.5) 2. Garage Ceiling Open Cell Depth(711) R Value(31.5) 3. Exterior 1 st/2nd Floor/Common/Addition Walls/Gable Ends Open Cell Depth(5.5") R Value(24.75) 4. Vapor Barrier Paint Applied to all Open Cell Foam Per NYS Code ov I rj. Crawl Space Walls-Addition/House 9 Closed Cell Depth(2") R Value(15) ,- 6. Exterior Walls/Concrete Floor @ Game Room Closed Cell Depth(3") R Value(22.5) A_?70, : 11/9/2022 The Foam Guy & Son Date 698 Route 29 AO Saratoga Springs i:6l �� �Y (518)-932-2989 7 New York 12866 (413)-824-1515 n.winhinnPfnam ornvcnvahnn_r•nm HUNTSMAN N Insulation Certif i to BUILDING SOLUTIONS Closed-Cell Spray Polyurethane Foam This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4,Commercial Energy Efficiency Requirements. The following spray polyurethane foam product(s)has/have been installed. ❑,Heatlok HFO PRO 2.0-2.4 Ibs/ft3 IAPMO UES ER-0565 Heatlok HFO High Lift 2.0-2.4 Ibs/ft3 ICC-ES ESR-4073 ❑ Heatlok Xr High Yield (s)2.23 Ibs/ft3 ICC-ES ESR-3824 (w)2.17 Ibs/ft3 [CC-ES ESR-3883 ❑ Heatlok Xf High Lift (s)2.23 Ibs/ft3 ICC-ES ESR-3824 (w)2.17 Ibs/ft3 ICC-ES ESR-3883 ❑ Foam-Lok 2000-4G 2.0-2.2 Ibs/ft3 CCRR-1025 ❑ Foam-Lok 2000-3G 2.0-2.3 Ibs/ft3 ICC-ES ESR-4501 ❑ Foam-Lok 2000 2.0-2.3 Ibs/ft3 ICC-ES ESR-2629 ❑ Proseal HFO 2.0 Ibs/ft3 CCRR-1108 ❑ Proseal LE 2.2 Ibs/ft3 ICC-ES ESR-3500 ❑ Proseal 2.2 Ibs/ft3 ICC-ES ESR-3500 ❑ Heatlok Eco 2.0 Ibs/ft3 ICC-ES ESR-3198 Consult International Building Code,Chapter 26-Plastic and International Residential Code(IRC) R316 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s)has/have been installed in accordance with manu- facturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness" Vented Attic Floor Area R- At inches Unvented Attic/Under Roof Deck Insulation R- SA At inches Sloped Ceilings/Cathedral Ceilings R- At inches Walls(Location: ) R- ,� At 3.57- inches Walls(Location: ) R- At inches Floors(over an unheated crawl space) R- At inches I Crawl Space Perimeter R- -----At inches Basement Walls R- r At inches Other(Location: ) R- --------At inches "Nominal thlclmesses are represeennjtawe of field,spray-appoed foam material. l Jobsite Address: a 1� f c Z�l p ram' 16( Dr, y'- Date of Installation: 6/y//o� I Building Contractor. der ry 01L,- f- HBSContractor. AC6ru-11 r1l a, Raw-►. Phone: P o;F-?F Installed By: „910 Ar\ ^ �r �✓� -Post Near Electrical Panel- t .. t. ',��'_'j��.. Y- -�. -(' „.:� S f iT✓•r �L.y,�a, �4 e 1�����'` t r � ICC EVALUATION SERVICE° o Compliance with International Codes tix .s • Compliance with State Codes www.icc-es.org 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council® ICC-ES Evaluation Report Reissued August2022 ESR-4073 This report is subject to renewal August2023. DIVISION:07 00 00—THERMAL AND MOISTURE 2009 IBC;and in dwellings under the IRC.The insulation is PROTECTION intended for use in wall cavities,floor/ceiling assemblies,the Section:07 21 00—Thermal Insulation underside of on-grade slabs, or attics and crawl spaces when installed in accordance with Section 4.4. Under the REPORT HOLDER: IRC and 2021, 2018 and 2015 IBC, the insulation may be used as air-impermeable insulation when installed in HUNTSMAN BUILDING SOLUTIONS, LLC accordance with Section 3.5. EVALUATION SUBJECT: Under the 2018, 2015, 2012 and 2009 IBC, the insulation may be used in exterior walls of Type I, 11, III or IV HEATLOK®HFO HIGH LIFT SPRAY FOAM construction when used as described in Section 4.5. INSULATION The attributes of the insulation have been verified as conforming to the provisions of ICC 700-2008 Section 1.0 EVALUATION SCOPE 703.2.1.1.1(c) as an air impermeable insulation. Note that 1.1 Compliance with the following codes: decisions on compliance for those areas rest with the user of this report. The user is advised of the project-specific ■ 2021, 2018, 2015, 2012 and 2009 International Building provisions that may be contingent upon meeting specific Code'(IBC) conditions,and the verification of those conditions is outside ■ 2021, 2018, 2015, 2012 and 2009 International the scope of this report. These codes or standards often Residential Code®(IRC) provide supplemental information as guidance. ■ 2021, 2018, 2015, 2012 and 2009 International Energy 3.0 DESCRIPTION Conservation Code°(IECC) 3.1 General: Properties evaluated: Heatlok® HFO product is a rigid, medium-density, spray- applied cellular polyurethane foam plastic insulation installed as a component of wall assemblies,ceilings,floors, ■ Physical properties crawlspaces and cavities of roofs. The foam plastic insulation is a two-component, closed-cell, one-to-one by ■ Thermal resistance volume spray foam system with a nominal density of ■ Attic and crawl space installation 2.0 pcf(32 kg/m3).The insulation is produced in the field by combining a polymeric isocyanate (A component) with ■ Water vapor transmission a polymeric resin blend (B component). The insulation ■ Air permeability components have a shelf life of six months when stored in factory-sealed containers at temperatures between 50°F ■ Exterior walls in Types I through IV construction (10°C) and 80OF (26°C). The Heatlok® HFO product meets 1.2 Evaluation to the following green standard: or exceeds the minimum requirements set forth in Section 2603.1.1 of the 2021 IBC. 2008 ICC 700 National Green Building Standardm (ICC 700-2008) 3.2 Surface-burning Characteristics: 2.0 USES Heatloe HFO product,at a maximum thickness of 4 inches (102 mm) and a nominal density of 2.0 pcf Heatloe HFO closed cell spray foam is a (32 kg/m3), has a flame spread index of 25 or less and a spray-applied polyurethane foam plastic insulation used as smoke-developed index of 450 or less when tested in a nonstructural thermal insulating material in all Types of accordance with ASTM E84 (UL 723). There are no construction under the 2018,2015, 2012, and 2009 IBC; in thickness limitations when insulation is covered by a Type V construction under the 2021,2018,2015,2012 and code-prescribed 15-minute thermal barrier. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed . d as an endorsement of the subject of the report or a recommendation for its use.There is no ivarranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other natter in this report,or as to any product covered by the report. man Copyright©2022 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 6 ESR-4073 I Most Widely Accepted and Trusted Page 2 of 6 3.3 Thermal Resistance(R values): the requirements set forth in Section 4.3.2.When installation Heatlok® HFO product has thermal resistance is within an attic or crawl space as described in Section 4.4, (R-value),at a mean temperature of 75T (240C), as shown a thermal barrier is not required between the foam plastic in Table 1. and the attic or crawl space, but is required between the insulation and the interior of the building. 3.4 Vapor Permeance: There is no thickness limit when installed behind a code- HeatloO HFO has a vapor permeance of 1.0 perm or prescribed thermal barrier except as noted in greater and less than 10 perms when applied at a minimum Section 4.4.2.1. of 1 inch (25.4 mm) thickness and may be used where a Class III vapor retarder is required by the applicable code. 4.3.2 Application without a Prescriptive Thermal Barrier: HeatloO HFO spray foam insulation may be 3.5 Air Permeability: installed without the prescriptive 15-minute thermal barrier Heatlok®HFO foam plastic insulation, at a minimum 1-inch or ignition barrier described in Section 4.3.1 or (25.4 mm) thickness, is considered air-impermeable Section 4.4.1, respectively when installation is in insulation in accordance with 2021, 2018, 2015 and 2012 accordance with the following: IRC Section R806.5 (2009 IRC Section R806.4) and 2021 4.3.2.1 The insulation must be covered on all surfaces with and 2018 IBC Section 1202.3 (2015 IBC Section 1203.3) a fire protective coating at the minimum thickness set forth based on testing in accordance with ASTM E283. in Table 2. 3.6 Blazelok TBX or FireshelP F10E Intumescent 4.3.2.2 The maximum installed thickness of the insulation Coating: must not exceed the thickness set forth in Table 2. BlazelokTm TBX or Fireshell® F10E intumescent coating 4.3.3 The coating must be applied over the insulation in (see ESR-3997), manufactured by ICP Construction, is a accordance with the coating manufacturer's instructions and one-component water-based liquid coating. The coating is respective ICC-ES evaluation report for the coating and this supplied in 5-gallon(19 L)pails and 55-gallon(208 L)drums report. and has a shelf life of(1)year when stored in factory-sealed containers at temperatures between 45°F (7°C) and 95°F 4.4 Ignition Barrier-Attics and Crawl Spaces: (35°C). 4.4.1 Application with a Prescriptive Ignition Barrier: 3.7 DC 315 Intumescent Coating: When HeatloO HFO insulation is installed within attics or crawl spaces where entry is made only for service of utilities, DC 315 intumescent coating (see ESR-3702), an ignition barrier must be installed in accordance with IBC manufactured by International Fireproof Technology,Inc.,is Section 2603.4.1.6 and IRC Sections R316.5.3 and a water-based coating supplied in 5-gallon (19L) pails and R316.5.4, as applicable, except when the installation is in 55-gallon (208L) drums and has a shelf life of one (1)year accordance with Section 4.4.2.The ignition barrier must be when stored in factory-sealed containers at temperatures consistent with the requirements for the type of construction between 50°F(10°C)and 80*F(24°C). required by the applicable code, and must be installed in a 4.0 DESIGN AND INSTALLATION manner so that the foam plastic insulation is not exposed. 4.1 General: The attic or crawl space area must be separated from the interior of the building by an approved 15-minute thermal Heatlok®HFO product must be installed in accordance with barrier as described in Section 4.3.1. the manufacturer's published installation instructions and this report. A copy of the manufacturer's published Heatlok°HFO insulation,as described in this section,may installation instructions must be available at all times on the be installed in unvented attics in accordance with 2021, jobsite during installation. 2018, 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4) or 2021 and 2018 IBC Section 1202.3 4.2 Application: (2015 IBC Section 1203.3). The insulation is spray-applied on the jobsite using 4.4.2 Application without a Prescriptive Ignition equipment identified in the manufacturer's published Barrier: Where the spray-applied insulation is installed in installation instructions.The Heatlok®HFO product must be accordance with Section 4.4.2.1, the following conditions applied when the ambient and substrate temperature is apply: between 50OF(10°C)and 100°F(38°C).The insulation must not be used in areas that have a maximum service a) Entry to the attic or crawl space is to only service temperature greater than 180°F (82°C). The foam plastic utilities,and no storage is permitted. insulation must not be used in electrical outlet or junction b) There are no interconnected attic or crawl space areas. boxes or in continuous contact with rain or water. The substrate must be free of moisture,frost or ice,loose scales, c) Air in the attic or crawl space is not circulated to other rust, oil and grease, or contaminates that will interfere with parts of the building. adhesion of the spray foam insulation. The Heatloe HFO d) Attic ventilation is provided when required by 2021 and product may be applied in passes having a maximum 2018 IBC Section 1202.2 (2015, 2012 and 2009 IBC thickness of 61/2 inches (165 mm) per pass.When multiple Section 1203.2)or IRC Section R806,except when air- passes are required, subsequent passes can be sprayed impermeable insulation is permitted in unvented attics once the core temperature drops below 100°F(37.7°C). in accordance with the 2021 and 2018 IBC Section 4.3 Thermal Barrier: 1202.3(20151 BC Section 1203.3)or 2021,2018,2015 4.3.1 Application with a Prescriptive Thermal Barrier: and 2012 IRC Section R806.5 (2009 IRC Section Heatloe HFO insulation must be separated from the interior R806.4),as applicable. of the building by an approved thermal barrier of 1/2-inch- e) Under-floor(crawl space)ventilation is provided when thick(12.7 mm)gypsum wallboard or an equivalent thermal required by 2021 and 2018 IBC Section 1202.4[2015 barrier complying with and installed in accordance with the IBC Section 1203.4 (2012 and 2009 IBC Section applicable code except where the installation complies with 1203.3)]or IRC Section R408.1,as applicable. ESR-4073 I Most Widely Accepted and Trusted Page 3 of 6 f) Combustion air is provided in accordance with Types I, II, 111,and IV Construction is outside the scope International Mechanical Code Section 701. of this evaluation report. 4.4.2.1 Application without a Prescriptive Ignition 5.9 Installation in unvented attics, when equipped with Barrier:In attics and crawl spaces,Heatlok®HFO insulation vapor diffusion ports in accordance with Section may be spray-applied to the underside of roof sheathing 1202.3, Item 5.2 of the 2021 IBC and Section R806.5, and/or rafters, and to vertical surfaces and the underside of Item 5.2 of the 2021 and 2018 IRC, is outside the floors as described in this section.The thickness of the foam scope of this report. plastic applied to the underside of the overhead surfaces 5.10 Jobsite certification and labeling of the insulation must (roof sheathing,rafters and the underside of floors)must not comply with 2021, 2018 or 2015 IRC Sections exceed 111/4 inches (286 mm). The thickness of the foam N1101.10.1 and N1101.10.1.1 (2012 IRC Sections plastic applied to vertical surfaces must not exceed N1101.12.1 and N1101.12.1.1 or 2009 IRC Sections 71/4 inches (184 mm). The attic or crawl space must be N1101.4 and N1101.4.1) and 2021, 2018, 2015 and separated from the interior of the building by an approved 2012 IECC Sections C303.1.1, C303.1.1.1, R303.1.1 thermal barrier as described in Section 4.3.1. and R303.1.1.1 (2009 IECC Sections 303.1.1 and 4.4.3 Use on Attic Floors: Heatloe HFO insulation may 303.1.1.1),as applicable. be installed at a maximum thickness of 111/4 inches 5.11 The insulation components A and B are produced in (286 mm) between and over joists in attic floors. The Arlington, Texas and Boisbriand, Quebec, Canada, Heatloe HFO insulation must be separated from the interior under a quality control program with inspections by of the building by an approved thermal barrier. ICC-ES. 4.5 Exterior Walls of Type I, II, III and IV Construction 6.0 EVIDENCE SUBMITTED Under the 2018,2015,2012 and 2009 IBC: 6.1 Data in accordance with the ICC-ES Acceptance 4.5.1 General: When used on exterior walls of Type 1, 11, Criteria for Spray-applied Foam Plastic Insulation III, and IV construction, the assembly must comply with (AC377), dated April 2020 (editorially revised July Section 2603.5 of the 2018, 2015, 2012 and 2009 IBC and 2020), including reports of tests in accordance with this section, and the Heatloe HFO insulation must be AC377 Appendix X. installed at a maximum thickness described in Table 3.The potential heat of Heatlok® HFO insulation is 2300 Btu/ftz 6.2 Reports of air leakage testing in accordance with (26 Mj/m2)per inch of thickness when tested in accordance ASTM E283. with NFPA 259. 6.3 Reports of water vapor transmission test in accordance 4.5.2 Specific Wall Assemblies: Wall assemblies with ASTM E96. complying with Section 4.5 must be as described in 6.4 Reports of room corner tests in accordance with NFPA Table 3. 286• 5.0 CONDITIONS OF USE 6.5 Reports of fire propagation characteristics tests in The Heatlok®HFO spray foam insulation described in this accordance with NFPA 285. report complies with, or is a suitable alternative to what is 6.6 Reports of potential heat of foam plastic tests in specified in,those codes listed in Section 1.0 of this report, accordance with NFPA 259. subject to the following conditions: 6.7 Supplementary fire engineering analysis. 5.1 The products must be installed in accordance with the 7.0 IDENTIFICATION manufacturer's published installations instructions,this 7.1 Components of the insulation are identified with the evaluation report and the applicable code. If there are manufacturer's name [Huntsman Building Solutions, any conflicts between the manufacturer's published LLC], address and telephone number; the product installation instructions and this report, this report name (Heatlok® HFO B-side or A-PDMI); use governs. instructions;the density;the flame-spread and smoke- 5.2 The insulation must be separated from the interior of developed indices; the date of manufacture; thermal the building by an approved thermal barrier, except resistance values; and the evaluation report number when installation is as described in Sections 4.3.2 and (ESR-4073). 4.4.2.A thermal barrier must be installed between thensulation and the interior space above (crawl space) The ICP Construction, BlazelokT"'TBX or FireshellR � insulation below(attic). F10E intumescent coating and primer is identified with or the manufacturer's name, the product name, use 5.3 The insulation must not exceed the thicknesses noted instructions and ICC-ES evaluation report number in this report based upon the intended end use. ESR-3997. 5.4 The insulation must be protected from exposure to The International Fireproof Technology, Inc. / Paint weather during and after application. To Protect, Inc. DC 315 intumescent coating is 5.5 The insulation must be applied by contractors identified authorized by Huntsman Building Solutions, LLC. with the manufacturer's name,the product trade name, 5.6 Use of the insulation in areas where the probability of use instructions and ICC-ES evaluation report number termite infestation is `very heavy" must be in ESR-3702. accordance with 2021, 2018, 2015, and 2009 IBC 7.2 The report holder's contact information is the following: Section 2603.8 (2012 IBC Section 2603.9) or IRC HUNTSMAN BUILDING SOLUTIONS,LLC Section R318.4,as applicable. 3315 EAST DIVISION STREET ARLINGTON,TEXAS 76011 5.7 When use is on exterior walls of buildings of Types I, (817)640-4900 II,III,and IV under the 2018,2015,2012 and 2009 IBC, info@huntsmanbuilds.com construction must be as described in Section 4.5. www.huntsmanbuilds.com 5.8 Under the 2021 IBC, use of Heatlok®XT-s closed cell spray foam insulation on exterior walls of buildings of ESR-4073 Most Widely Accepted and Trusted Page 4 of 6 TABLE 1-THERMAL RESISTANCE(RWALUES) THICKNESS(inches) R VALUE('F.ft2.h/Btu) THICKNESS(inches) R`VALUE('F.ft2.hBtu) 1.0 6.3 7.0 52 1.5 10 7.5 56 2.0 14 8.0 60 2.5 18 8.5 64 3.0 22 9.0 67 3.5 26 9.5 71 4.0 30 10.0 75 4.5 34 10.5 79 5.0 37 11.0 82 5.5 41 11.5 86 6.0 45 12.0 90 For S1:1 inch=25.4 mm;1°F.ft2.h/Btu=0.176110°K.m2/W. 'R-values are calculated based on tested K values at 1-and 4-inch thicknesses. TABLE 2-USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER(TESTED IN ACCORDANCE WITH NFPA 286) MAXIMUM MAXIMUM COATING TYPE& MINIMUM THICKNESSz3 MINIMUM INSULATION TYPE THICKNESS(in.) THICKNESS(in.) APPLICATION RATE (Vertical Surfaces) (Overhead Surfaces) (Applied Surfaces)all Foam OF COATING Blazelok TBX or Fireshell® Heatlok HFO 71/2 111/2 F10E 1.2 gal/100 ft2 18 mils WFT 12 mils DFT DC 315 Heatlok HFO 71/2 111/2 18 mils WFI- 1.125 gal/100 ft2 12 mils DFT For SI:1 inch=25.4 mm;1 mil=0.0254 mm;1 gallon=3.38 L;1 ft2=0.93 m2. Notes: 'See Section4.32- 2DFT=Dry Film Thickness;WFT=Wet Film Thickness 'See Sections 3.6 and 3.7. ESR-4073 I Most Widely Accepted and Trusted Page 5 of 6 TABLE 3—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES—WALL CAVITY INSULATION',2 WALL COMPONENT MATERIALS Base Wall System— 1—Concrete wall. Use either 1,2 or 3 2—Concrete masonry wall. 3—Minimum 35/8-inch-deep(92 mm),No.25 gage,C-shaped steel studs,spaced a maximum of 24 inches on center with lateral bracing every 4 feet(1219 mm)as required by code.Interior sheathing must be 1 layer 5/e-inch- thick(19.1 mm)Type X gypsum wallboard complying with ASTM C1396.Exterior Sheathing shall be a described in Exterior Sheathing below. Floorline Frestopping Minimum 4 pcf mineral wool in each stud cavity at each floorline,attached with Z-clips.Thickness must match stud cavity depth. Perimeter Fire Barrier Perimeter fire barrier system complying with 2018,2015 and 2012 IBC Section 715.4(2009 IBC Section 714.4) System must be installed to fill the void between the edge of the concrete floor slab and the interior surface of the exterior wall assembly. Cavity/Interior Insulation 1—Non e. —Use either 1,2,3,4 or 5; 2—35/8 inches(92 mm)of Heatlok®HFO applied to the interior surface of Base Wall System 1 or 2a. (Note:Cavity Insulation 3—Full cavity depth not exceeding 35/8 inches(92 mm)of Heatlop HFO. No.3 may be combined 3—Any insulation qualified as noncombustible in accordance with ASTM E136. with No.4 or Cavity 4—Glass fiber batt insulationb. Insulation No.3 may be 5—Mineral fiber insulationb. combined with No.5 to a Fireblocking in accordance with 2018,2015 and 2012 IBC Section 718(2009 IBC Section 717)and thermal achieve depth of insulation barrier material requirements in accordance with IBC Section 2603.4 shall be met for Base Wall Systems 1 and 2, required) when a combustible concealed space is present on interior side of the exterior wall assembly. b Insulation must comply with the applicable requirements of 2018,2015 or 2012 IBC Section 720.2(2009 IBC Section 719.2). Exterior Sheathing—Only Minimum 5/8-inch-thick(19.1 mm)glass mat gypsum sheathing complying with ASTM C1177. for Base Wall System No.3 Sheathing shall be attached with No.6,11/4-inch-long(32 mm)self-tapping screws located 8 inches(203 mm)on center along the perimeter and 12 inches 302 mm)on center in the field of wallboard.Joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Exterior Wall Covering— 1—Any noncombustible exterior wall covering material using any standard installation technique(Base Wall 1 or 2) Use either 1 or 2 2—Any noncombustible exterior wall covering system with a combustible WRB that has successfully been tested in accordance with NFPA 285.(Base Wall 3) Details of the exterior wall covering must be provided to the code official by the report holder,designer or specifier, with an engineering analysis demonstrating that(1)the exterior wall covering conforms to ASTM E136 and(2)the addition of the wall covering and/or water-resistive barrier to the assembly described in this section does not negatively affect conformance of the assembly with the requirements of IBC Section 2603.5. When used on exterior walls of Types I,II,III or IV construction,the specific wall assembly must comply with 2018,2015,2012 and 2009 IBC Section 2603.5. 2 The exterior wall assemblies described in Table 3 comply with 2018,2015,2012 and 2009 IBC Section 2603.5.5. ESEVAWATION ICC-ES Evaluation Report ESR-4073 CBC, CRC and CEC Supplement Reissued August 2022 This report is subject to renewal August 2023. www.icc-es.org ] (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: HUNTSMAN BUILDING SOLUTIONS,LLC EVALUATION SUBJECT: HEATLOW HFO HIGH LIFT SPRAY FOAM INSULATION 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Heatloe HFO High Lift Spray Foam Insulation, described in ICC-ES evaluation report ESR-4073, has also been evaluated for the codes noted below. Applicable code editions: ■ 2019 California Building Code(CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD)AKA: California Department of Health Care Access and Information (HCAI)and the Division of the State Architect (DSA),see Sections 2.1.1 and 2.1.2 below. ■ 2019 California Residential Code(CRC) ■ 2019 California Energy Code(CEC) 2.0 CONCLUSIONS 2.1 CBC and CRC: The Heatlok®HFO High Lift Spray Foam Insulation,described in Sections 2.0 through 7.0 of the evaluation report ESR-4073, complies with the 2019 CBC and CRC, provided the design and installation are in accordance with the 2018 International Building Code®(IBC)and 2018 International Residential Code®(IRC)provisions noted in the evaluation report. 2.1.1 OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement. 2.2 CEC: The Heatlok®HFO High Lift Spray Foam Insulation,described in Sections 2.0 through 7.0 of the evaluation report ESR-4073, complies with the 2019 CEC,provided the design and installation are in accordance with the 2018 International Building Code® (IBC)provisions noted in the evaluation report. 2.2.1 Conditions of Use: In accordance with Section 110.8 of the 2019 California Energy Code, verification of certification by the Department of Consumer Affairs, Bureau of Household Goods and Services, must be provided to the code official, demonstrating that the insulation conductive thermal performance is approved pursuant to the California Code of Regulations, Title 24, Part 12, Chapters 12-13,Article 3,"Standards for Insulating Material."Certification can be verified with the DCA Bureau of Household Goods and Services using the following link to the bureau's Directory of Certified Insulation Materials: https://bhgs.dca.ca.gov/consumers/ti_di rectory.pdf This supplement expires concurrently with the evaluation report, reissued August 2022. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any otter attributes not specifically addressed,nor are they to be construed S as an endorsement of the subject of the report or a recohmnendation for its use.There is no warranty by!CC Evaluation Service,LLC,express or implied,as :. __ to any fording or other matter in this report,or as to any product covered by the report. a _. Copyright 0 2022 ICC Evaluation Service,LLC. All rights reserved. Page 6 of 6 MAR 0 8 2023 l TOWN OF QUE:ENSS URY BUILDING& COIDES �-�--�\2 \ - 2©22, COMMONWLAL;M ELECTRICAL INSPECTION ScpVl(:-R,INC. A y.^�.};• ivlaiji CDd'liec 176 One 1Ruri Road.-Mnnlnilo►,PA 17545 itiIUNICIPAU tC:ERTIFICA•1 E - ELECTRICAL APPROVAL : x Permit No. ..cert.N° 5 013 2 CuUiu f'ard•No, >:.5.'•'. Owner.................. - 7,L Location.........► .•...... 'r�. ........f .r.�...............................................................................• ^;v y r.�•, Installation C ouisi, ...... .6. �- sMw cJ � r ......,�..P.r�n.4..4. .xi�,:.„��...�....c�.....................cy..n7 .: j Insltllldd 13 �.:•..,!Y..•i i .� J'� H/L . '`!'r` ....................................fall:.1`i0................................................ ;li:: %• , 77te com itions fulloteinp;4ovcrncd the issuance of Ihi;t certilieale,:+bd aq eerliticatc(previously issued is ;e .:,'•�:�;3 cancelled:- TI)iS Cbr4�iiwl� nl 4 1.. y.cV�trs the olecTrical cquiptoent aril insiallluion condilion;> os of date, Upon the hc; ;':•".;,,' introduction-of'tulriltiunol ct ui ment or alterations,applicationshall be promptly made for ins tcction, Inspector; of Chis Ctmpmiy shall have (lie privilege'uf making, inspections of any lime, and if its {r rules are viq.uted,trr:C:ofnpany shall have the right to revoke this cerl•ifiCatC. '•;,•,;, ' Uatc.............M ::,�1 ,.z�?.,••,••,.,., INSPECTOR �= ... .....,..... . ...... ;,l .... . . s�'�I�:••' ivlem6ar o.R�A.,Ln.�:.l... .,-"c TO 3JVcl 1 awnW NMI V89Z86? 89:9Z EZOZ/88/ee RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall G� 134 Dix Avenue Glens Falls NY 12801 Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com 19 Fitzgerald Road 17 June 2022 Town of Queensbury Building Department 742 Bay Road Queensbury NY 12804 Re: Installation of Replacement Sewage Disposal System At the above referenced project location this office observed the installation of the new septic tanks in series and gravity bed with distribution box prior to backfill. The existing tank was replaced due to a collapse. The total amount of gallons provided was 1,500 for the 5 bedroom house. This installation is acceptable to this office. If there are any questions please contact our office to discuss. Regards, D JUN 17 2022 r 1 a TOWN OF QUELNSBURY Ethan Peter Hall BUILDING&`�OD=-S----- Architect 1 EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: • LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED • FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. • USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL SLOPES 1V:3H OR GREATER. • PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: • PERIMETER PROTECTION USING SILT FENCES • STABILIZED CONSTRUCTION EXIT POINTS 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. E) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. Glen Lake IITA KS FROMLINE OF 50'MINSHORELINE 5.0' f To Sho 4.7't ToSho NEW FOUNDATION ej PLANTINGS - HOSTA 0 AND DAY ULLY Cr / BOATHOUSE SIDING TO MATCH NEW RESIDENCE SIDING AND TRIM \0 O 0 / / / / / EXISTING ROOF LEADER TO BE %\0� DIRECTED TO EAVE i� t�0 ®I PF TRENCH . \ EXISTING TANK COLLAPSED REPLACED WITH 1000 GA 3Q NEW SEPTIC TANK PROPOSED 500 GAL. SEPTIC TANK TO BE CONNECTED IN SERIES /r EXISTING GRADE IN THIS AREA GENTLY SLOPES TO FLAT AREA IN FRONT OF RESIDENCE BETWEEN BLDG. & SEAWALL - ALL ESTABLISHED LAWN AREA TO REMAIN A 0 EAVE TRENCH (TYP•) or IOF 100' MIN. TO BED LINE ROM SHORELINE J II Lands N/F of Elizabeth Galloway Trust RS ADDITIONAL EROSION CONTROL AND GRADING NOTES: 1. MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT WILL BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. 2. SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. 3. SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%. 4. SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. 5. TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 6. SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. 7. VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. 8. KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY TEMPORARY/PERMANENT GRAVEL AREAS OFF FUTURE SEPTIC AREAS. PROVIDE SILT FENCE ALONG FRONT PORTION OF PROPERTY (DISPOSAL TEDJSEWAGE Ao Ao BETWEEN RESIDENCE AND THE XISTI LAKE DURING CONSTRUCTION Ad joiners Lands N/F of House EXISTING ROOF Kieran Schrader LEADER TO BE DRAWS WATER FROM \ ELIMINATED GLEN LAKE �\\ ERGROUND �� NEW UNDERGROUND PROPANE TANK 41 PROPANE TANK AND GAS LINE EAVE NEW 16,000 W / TRENCH GENERATOR `s (TYP) o /� ' OSt O �� ALL EXISTI G AREAS ON THE NORTH to. , SIDE OF TH EXISTING DRIVE IS ' GRASS SWALE ND IS GENERALLY \ y`\ �' `' FLAT AND HAS 0 CURRENT STORM M 2 WATER ISSUES I 7 /Z PROPOSED NEW SEWAGE '� W W �` DISPOSAL TILE FIELD (5 LATERALS AT 50'-0") , W 83°0714711 W -- , �o RFS 0IRF In ton PROVIDE SILT FENCE ALONG THIS ENTIRE AREA TO THE EAST REPUTED LOCATION \ \ , �`% `� , L _```\ SOUTH PORTION OF PROPERTY OF THE CURRENT GARAGE IS GENERALLY FLAT AND SLOPES OF EXISTING SEWAGE �� , ��� __- W �`. BETWEEN RESIDENCE AND THE GENTLY TO THE EAST AND IS DISPOSAL SYSTEM \ �,,�\\ ; �, ADJOINING PROPERTY DURING ALL VEGETATED SPACE AND WILL �,y`__ ADJOINING PROPERTY DURING REMAIN AS IT CURRENTLY EXISTS ADJOINER LOCATION �— - = - - - - Ao Al OF EXISTING SEPTIC TANK AND SEWAGE _m DISPOSAL SYSTEM Iz,- _ -�`\� _ - - - - - _ - _ _ - - - _ - - - - - ADJOINING PROPERTY WELL LOCATION Y:\Crotty - Glen Lake\C-1.5 Site plan BED.dwg, 6/17/2022 8:47:01 AM, KIP 7170K `— GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM 3'-O" MIN. A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES #2 OR BETTER LEGEND CRUSHED STONE EDGE OF BLDG. - - - - - - PROPERTY LINE FOUNDATION °• °:a o..o---------------------- PROPERTY UNE SETBACKS TOPSOIL o, p000.. :oo :oa000, oo;oo�o 000 A----------330----- EXISTING CONTOURS o..o o: o 0 330 NEW CONTOURS FILTER FABRIC °o°o�oo°o-:oa°o°000a.Q "� o..o,.o. OVERHEAD ELECTRIC SERVICE a' ,�O:oOOOo•0 E —E E —E BACKFILL ° o.. .o: o : o..o.• . ss ss ss — ss SANITARY SEWER W W — W WATER SERVICE SAND LAYER TO SERVE E/P EDGE OF PAVEMENT AS PRE-TREATMENT WITHIN THE PRACTICE IN ACCORDANCE —rr►s MSW►s ins— UNDERGROUND GAS SERVICE WITH NYS SMDM SECTION 6.3.3 EAVE TRENCH AT SAVE LINES SITE DATA WHERE SHOWN ON THIS DWG. TYPICAL EAVE TRENCH DETAIL N.T.S. PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL) MINIMUM LOT SIZE: 2 ACRES MINIMUM LOT WIDTH: 150 FEET TAX MAP NUMBER: 289.18-1-17 SETBACKS REQUIRED EXISTING PROPOSED FRONT 30'-0"' 276'-6" 256'-3" SHORELINE 50'-0" 22'-1" 22'-1" SIDE (LOTS 60' TO 150' WIDE) 20'-0" 21'-4" 21'-4" 42'-4" 28'-9" REAR 30'-0" NA NA SILT FENCE MAXIMUM BUILDING HEIGHT 28'-0" 33'-9"f 27'-8" MINIMUM PERCENT PERMEABLE 75% 66.01% 68.30% M N N MAXIMUM FLOOR AREA RATIO 22% 9.92% 15.45% 0 0 0 0 0 0 0 POST ACTUAL ACTUAL LOT SIZE: 34,311.80 SF (0.79 ACRES) a UNDISTURBED ACTUAL FRONTAGE: 45.31 FEET (n SEDIMENT GROUND EXISTING SITE COVERAGE CONDITIONS SLOPE o \�_CONTAINMENT — w AREA COMPONENT AREA PERCENTAGE 0 TOTAL SITE 34,312 SF 100.0% BUILDINGS 2,516 SF 7.33% PAVING & WALKS 9,145 SF 26.65% GREEN SPACE 22,651 SF 66.01% PLAN 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)* PROPOSED SITE COVERAGE CONDITIONS HARDWOOD POST *OR STEEL "T" OR "U" SECTION POSTS (1 lb/If MIN.) COMPONENT AREA PERCENTAGE WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) TOTAL SITE 34,312 SF � BUILDINGS 3,347 SF 9.7575% PAVING & WALKS 7,531 SF 21.95% GREEN SPACE 23,434 SF 68.30% a TOE OF a SLOPE UNG OUNDED STORMWATER CALCULATIONS (FOR NEW IMPERVIOUS AREA) BOW WOVEN WIRE MESH /\� STORMWATER CALCULATIONS ARE PROVIDED FOR NEW IMPERVIOUS AREAS RENFORCEMENT (IF ./ice / /� \� AS FOLLOWS; NECESSARY) MIN. 14 RETAIN EXISTING NEW W.I.C. ADDITION = 132 GSF GAUGE WITH MAX. 6" VEGETATION, IF OPENING POSSIBLE "�\ NEW GARAGE ADDITION = 699 GSF EXCAVATE TRENCH, BURY SILT FENCE FABRIC TOTAL NEW IMPERVIOUS AREA = 831 GSF CALCULATED AT 1.5 GAL\SF AND BACKFILL/COMPACT EXCAVATED EARTH I FOR STORM WATER = 1,247 GAL OF STORM WATER CAPACITY TO BE PROVIDED. SECTION STORM WATER CAPACITY PROVIDED BY THE EAVE TRENCHES ALONG THE DRIP LINES OF THE NEW ADDITIONS TOTAL CAPACITY OF THE EAVE TRENCHES IS 1099 CF. THE ANTICIPATED VOLUME FROM THE NEW IMPERVIOUS SURFACE IS 1,247 GALLONS \ AND THE PROVIDED CAPACITY OF THE 1099 CF OF EAVE TRENCH IS 3,000 GALLONS. J THE SOILS ARE ALL WELL DRAINED GRAVEL IN THE AREAS OF THE EAVE TRENCHES. A, /1\ EXISTING FLOOR AREA RATIO CONDITIONS COMPONENT AREA BASEMENT 642 SF MAIN FLOOR 3,053 SF UPPER FLOOR 1,607 SF EXISTING BURIED WATER LINE TOTAL ALL AREA 5,302 SF or 15.45% K -A \�`< 11 CIRS CURRENT Lands N/F of ? Kieran Schrader WELL LOCATION tone Pile _-1 - - Tax Parcel 289.18-1-1 G 263• 57 8 30'-0" \ Tax Parcel AREA , / •. �� 289. 18- I - 17 3 :8-Sq.�-meet ^ \ . 79 Acres T LWEL- 10o MIN. 50.00 , 3 N o� b► I _ (� \W ,— 1 • k� V 20 10 0 10 20 40 GRAPHIC SCALE 1" = 20'-0" 3 AS BUILT 17 J1NE 202 2 REVISED SEWAGE DISPOSAL DESIGN + ADDED DETAILS 22 MAR 2022 1 ADDED EXISTING STORM DRAINAGE PATTERN INFORMATION 13 FEB 2022 0 REVISED PER ENGINEERING REVIEW COMMENTS 30 NOV 2021 No. DESCRIPTION DATE REVISIONS o Q a 3 FF- N N VU r Z_ U — Z¢~ W mW W LLI M _ } Zo U Q_j N 0aX 0 L.L O o 3 J O O 'J n �LXo Q o 0- 0 0 004- Owaf 00 comma ZOO NN0 o cZ I�I�— v 5zZ Z 2 +� : w 3 a_o a_o a za <w a In Ln N V W (� a Li X �¢a C o *C — o oI X'v �W -0 >liw F TO BE AS SHOWN & ND IN ACCORDANCE ANUFACTURER'S NDATIONS, TRADE TION PUBLISHED ENDATIONS AND Y ACCEPTED LOCAL CTION INDUSTRY S. V 1:,00 O •� 03 O o O .� Z Gd 0 O a CAD FILE NAME ACAD\CROTTY\C-1 SCALE 1" = 20'-0" DRAWN BY DRAWING TITLE PROPOSED SITE PLAN DRAWING No. //� C SEQUENCE OF CONSTRUCTION ACTIVITIES: 1. CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. 2. NSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN AND OTHER LOCATIONS AS NECESSARY TO STABILIZE THE SITE. 3. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. 4. FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. 5. COMMENCE SITE GRADING AND CONSTRUCTION. 6. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. 7. INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. 8. FINALIZE PAVEMENT SUBGRADE PREPARATION. 9. CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWN ON THE PLANS. INLET PROTECTION HAY BALES MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. PLACE REQUIRED RIPRAP AT LOCATIONS SHOWN ON THE PLANS. 10. REMOVE SILT FENCES / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABILIZED BASE COURSE. 11. INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. 12. CARRY OUT FINAL GRADING AND SEEDING AND PLANTING 13. REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES ARE STABILIZED. 14. REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN THESE AREAS (THESE AREAS ARE TO BE PAVED LAST). AS PER CHAPTER 5 OF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL, SOIL RESTORATION IS REQUIRED ON THIS SITE IN ALL NON -IMPERVIOUS AREAS ONCE FINAL SUBGRADE ELEVATION IS ACHIEVED. IN AREAS OF CUT OR FILL THE SOILS SHALL BE AERATED AND 6 INCHES OF TOPSOIL SHALL BE APPLIED. IN AREAS OF HEAVY CONSTRUCTION TRAFFIC (ESPECIALLY IN AREAS 5 TO 25 FEET FROM BUILDING, BUT NOT WITHIN 5 FEET OF FOUNDATION WALLS) THE FOLLOWING RESTORATION MUST BE APPLIED: 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT -MOUNTED RIPPER, TRACTOR -MOUNTED DISC, OR TILLER, MIXING, AND CIRCULATING AIR AND COMPOST INTO SOIL. 3. ROCK -PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES 5. VEGETATE AS REQUIRED BY APPROVED PLAN. MIN SLOPE 1 /4" PER FOOT SEPTIC TANK BY FORT MILLER OR EQUAL APPROAMATE FINISH GRADE t co IUQUID LEVEL INLET & OUTLET iE BAFFLES Z �0° to to O O J MINIMUM 2x WIDTH - MAXIMUM 4x WIDTH PROVIDE 3" SAND OR ---00 oo�°0000 PEA GRAVEL UNDER TANK SEPTIC TANK DETAIL RECOMMEND ALL ACCESS & CLEANOUT OPENINGS BE RAISED TO 6" BELOW FINISH GRADE. SEWAGE DISPOSAL SYSTEM NOTES TEST PIT RESULTS THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING TEST PIT OBSERVATIONS BY RUCINSKI HALL CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR TH ARCHITECTURE - JULY 2021 TOWN BUILDING INSPECTOR. 0-2 INCHES TOPSOIL DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS 2-48 INCHES SANDY LOAM WITH GRAVEL SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE 48-66 INCHES GRAVEL WITH BOULDERS DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEMS APPENDIX 75-A. ROOTS TO 44 INCHES SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED _ -- TO D BOX NO MOTTLING OR SEEPING\STANDING GROUNDWATER GRAVEL. OBSERVED TO 66 INCHES MIN. SLOPE SEPTIC TO HAVE SCH 40 PC "T" AT INLET 1/8" PER FOOT -INLET 112K BELOW FLOW LINE, 6V ABOVE FLOW LINED OUTLET. 0 PERCOLATION TEST RESULTS p OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE 3 AIR SPACE ABOVE T" TO TOP OF TANK PERCOLATION TEST OBSERVATIONS BY RUCINSKI HALL NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL B ARCHITECTURE -JULY 2020 CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP CONDENSATE WATER TANK SIZING PT-1 SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. YIELD 1 MIN 50 SEC 5 BEDROOM HOME THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A NO GARBAGE -DISPOSAL OR TUB PT-2 CLASSIFIED BODY OF WATER. REQUIRED 1500 GALLONS YIELD 2 MIN 45 SEC (GROUND IN THE AREA OF PT-2 WAS NEAR HEAVILY HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM EXISTING TANK COLLAPSED COMPACTED AREA NEXT TO DRIVEWAY - EXPECTED SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4" LONGER PERCOLATION TIME DUE TO SOIL COMPACTION) WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: INSTALL NEW 1000 GALLON 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1 /16" PER FOOT, CAP ALL END + NEW 500 GALLON TANK IN SERIES= 1500 GALLONS PROV. THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. CONCRETE OR STONE MARKER ABOVE ALL BURIED COVERS �GI�ED RECOMMENDED. FROM SEPTIC --- TANK SILT FENCE GENERAL NOTES: 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2%2" NOM. HARDWOOD, OR STEEL "T" OR "U" POSTS (1Ib per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: SLOPE MAXIMUM STEEPNESS LENGTH (ft j 2:1 25 3:1 50 4:1 75 5:1 OR FLATTER 100 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Y4 ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. SILT FENCE INSTALLATION NOTES: 1. GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, FOLDED AND STAPLED. 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. Y:\Crotty - Glen Lake\C-1.5 Site plan BED.dwg, 6/17/2022 8:46:44 AM, KIP 7170K INLET BAFFLE lTMIN70VER OVER ALL STRUCTURES #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL 4" PVC N ° °° ALL OUTLET INVERTS °°°°° TO BE SET AT PEAT EXACTLY THE SAME GRAVEL ELEVATION. (USE OF SPEED LEVELERS REQUIRED) DISTRIBUTION BOX N.T.S. APPROX. SLOPE OF EXISTING GRADE TYP. CHARCOAL VENT (OPTIONAL IF DEPTH LESS THAN 30") I I J 0 26" I; z c° m O r- N ALL 2 TO 6" SIDES a Z*mv �Ddo -I- iv I 0 o co o��p0 �O�n O 4"0 SOLID PIPE 4" PERFORATED PIPE PUMP TO D-BOX WITH CAPPED ENDS (TYP.) AND 4" MANIFOLD �-- - 41111 T.-cco-14 WASHED CRUSHED i i i i I 0 STONE I I i I I I I I I I to 0 N M I TOTAL BED SIZE 11 co 30 BY 20 I I I I 1 = 600 SF _ ^_J (V 5' 15'-0" 2'-6" 2'-6" 20'-0" BED DESIGN DESIGN FLOW- 5 BEDROOM HOUSE WITH STANDARD FIXTURES AT 110 GPD= 550 GPD 1-5 MINUTE SOIL ON SITE 550 GPD DIVIDED BY 0.96 GPD/SF= 578 TOTAL ABSORPTION REQUIRED NEW DESIGN LAYOUT ALLOWS FOR 600 SF OF TOTAL BED 4" SOLID MANIFOLD WITH 4" PERFORATED PVC LATERALS AT 5'-0" O.C. SET LEVEL WITH CAPPED ENDS EN11RE AREA OF GRAVITY BED (30' BY 20') TO HAVE 6" WASHED CRUSHED STONE 3/4" TO 1-1/2" SIZE BELOW PIPING WITH A MINIMUM OF 2" AND MAX OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO PLACEMENT OF TOPSOIL. TOPSOIL LATER TO BE 6" TO 12" IN DEPTH. BOTTOM OF BED TO BE INSTALLED AT A DEPTH OF 18 TO 30"- ADD CHARCOAL VENT IF +30" z a N OVERFILL TO ALLOW FOR SETTLEMENT MAXIMUM SEASONAL HIGH -I GROUNDWATER ELEVATION ABSORPTION BED SECTION N.T.S. -UNTREATED BUILDING PAPER, OR GEOTEXTILE. 4" PERFORATED LATERAL LABELED AS FULLY MEETING ASTM STANDARDS FOR USE IN SEPTIC SYSTEMS. 3/4" TO 1 1/2- WASHED CRUSHED STONE (MAXIMUM DEPTH OF CRUSHED STONE SHALL NOT EXCEED 30") (THERE SHALL BE NO SUBSTITUTION OF TRENCH WITH LEACHING CHAMBERS UNLESS APPROVED BY NYS DOH) FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP IN� THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE T PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY THE SEPTIC TANK. C THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR' THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMEN DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW < RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. SEP11C TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE < BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY < CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANK! SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. < WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER< CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE < DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. < ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR < DISINFECTED AFTER BEING PUMPED OUT. SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES< ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. < DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC < SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS < OR CLEANERS INTO SINKS OR TOILETS. < WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC < SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.< NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM ` THE ABSORPTION FIELD. PROVIDE FILTER FABRIC ABOVE STONE BED co ,ON SITE MATERIAL FOR TOP SOIL. r o�, 0 OUC ; �O CSTONE�awC0cc _ � x av 7 00c D000c CV Ob O °O °O O �O °O O� �0 O� °O °O O O °O��O °O °O ° PERFORATED PVC PIPE T2,7c �0n°C�o°00"0o°C , oFboc"Oo°0o°0 OG°OG°0o° co STONE CA- DC_% C O;, --k � 1, NATIVE SOIL co 1-5 MIN. PERC RATE 24" MIN. TO IMPERVIOUS LAYER NO GROUNDWATER ENCOUNTERED (REMOVE TOPSOIL PRIOR TO INSTALLATION OF IMPORTED SAND) TYPICAL BED SECTION N.T.S. TOWN OF QUEENSBURY- CHANGE TO SCHEDULING INSPECTIONS- EFFECTIVE 2019 YOU MUST PROVIDE AN AS -BUILT DRAWING, IF THE INSTALLATION HAS CHANGED FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. YOU MAY HAND THE INSPECTOR THE AS -BUILT ON -SITE BUT IT IS PREFERRED TO BE RECEIVED PRIOR TO THE INSPECTION DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS -BUILT MUST BE RECEIVED PRIOR TO SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. IF THE CODE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS INSTALLED DIFFERENTLY THAN THE SUBMITTED PLANS, THE INSPECTION WILL BE FAILED AND YOU WILL BE INSTRUCTED TO SUBMIT AN AS -BUILT DRAWING PRIOR TO RESCHEDULING 3 AS BUILT 17 JUNE 202 2 REVISED SEWAGE DISPOSAI DESIGN + ADDED DETAILS 22 MAR 2122 1 ADDED EXISTING STORM DRAINAGE PATTERN INFORM110N 13 FEB 2022 0 REVISED PER ENGINEERING REVIEW COMMENTS 30 NOV 2021 No. DESCRIPTION I DATE REVISIONS W 0 N Q O 3 �, W U } �- z < U 5=z U - W z<~ w W a. 2 } w O z U o aJN NU 0 0 I..V L, � O O 3 J O z o "E of Q Boa U 0:3 00 0 0 - t ci N N U W O - 0 04 O 00 O < LLJ t U)a� cZ � I�I�- v S�z Z W Q w aoaoa < Nz� LO F U x �° �a< v C - o O � U x 0 F Ifw -c >°L,w WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. V �00 O N 0 • !"� O o N O .� Z w O --+ >1 O a CAD FILE NAME ACAD\CR0TTY\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE E&SC CONTROL + SEPTIC DESIGN NOTES DRAWING No. C- 3 TO of #E'a�rrteka%vF`� 1 v to atrerlt t ice Community42PA.::.. v f 13'to,iEk'i,:a.1r'lxE$:i°�.:,„z�#:.. � Xtl r < i tirl� kt lrt(i4i 6, ilr addittona tho :Board fart& that the beftefit, to the lresant .Moats 8ranting the requested ted yadan" latrlsi ., .. ,: .. .. ,,.... .> ° ,. a - ..,. - x _ : �. t :. � a � . liholad dat r a lr� the r�sult:ut:. s�traetto�t to ttt� lae�aitltb #e,t: we11� '� h� 1 t lart l l f lspr �. i this reawhition.. : .. follLi�l�:-ar Itoara+�f7l.%i tlr A r CtM.� to fire AttwEdBT� satdlrrr�l ra°l tlt� 1 . s51 ca x csr`aigarnrrrltrorc. le7ietr£8a'taalk :...' :" : ,':. - arrEa--rst1er':iA:. ;tier IriM. jai eke +a U �ttiu8 irtnll�t! ��lrs�rreiottt 7 2 N '" k x, Mt 76 �4"�;i3i -r�� �x �,;1�� , �a ram. �� ��r�, , � ,� � � ��avrErltla�ait .. `flown o'' ]stare Planning b1 l s1i l; a fife N rY $0 a rma ion -plain lnum be >subt aitted tti � Waalew<attr�t .- :-: ... ^.; • , .. .:- v�y,, 7s:... �=ila:. �+raial also, iaasads tkkrat llAe ri.ar'trrtt l�"#lr@E.,�st ltrat r" a�'onsiderratiao is. the-:lrrininimn nee,s u°si Np Cmedat tsar i% Nvi , �vel, P mittin MW insp'S�tESi - > ° l t S l�lsti a k i? �° e. 11'cnrta et�� :ire hxa8 z�del3: Eae �ha�FaS�d � c!r•iv,t�va� grerFit � at�r�lil, ei �etrildi it will rrut.h�c issued until t# approved rliu ay, �t been provided taa tlae Ofl tom- Aires A`ar Satre Re wAud To- Approve 8, -1'he K—'1W l .alwv ww's tfae 1�xllow n8 nditions'- ((''�� ��}}(( .{�� �11'1� R'I, 4'+i S�`�tt21 Nifi+C`l'ka��[,. a. �I„2 k: _ � Tea lap 11�: ?��.11-17 : larrrp�E�u ,'ttr�as.; l� pttiaSkd &2cx€btl < ��Gxtttia� �a 11 , ' i4ll� �E 'c><n , �i -cif re�rEk Ear to � d} ri' 1ta:a�:Faxrr as'r� 1ht`s�reti,taa �rS,rrFerE � �'p , . �,,tcarEl l'+�E�es :'4ttil�rscl d`c Alice Grist% A �.. .. _ <a .: '., n Y,.. }�. a .. i ' A' e1 .i��ik��°c�,tti.., to the ateatxs otatla�i lal tkre, trslk*a� 1.r�ta,r sett with fleas r�.s altittE,. Zuni g Adininistraltor oftheappmvod plat , e >irrnk apprt"4 lilac s shoulll b y dnt onsiot� said setba*g n the s4a plan at►t v9 fly pkatas F"ti a Numiaer. AV 60o_1021 i 19 lama! zrald lid. . li�.atrNQ F #1 girt for Ilse f+klolsua #th a . lriatttta d artt ; , "tote applicant hair aft � . ... the ram site ' =e <- eke tsar � x > ... i. theixw tl, iFa.at rl�tir� a r t11�.1 �il�irraats � 1fr ���� � �yy l n.° 1'-1-17 Tax Aial "►rullrr>i, $ A 11 t tint Hate., � cry# l8a 2J� T � ) ta;. � � � QV , N , ;: ,. ,< < � , ta'iiElrr4> d , ,�tcErEald ��rtll. � 1���.,� �� rr.'� tE�ln, ��,, ,�,` �_ tit r att;tClirrdl garage to eait�ta[t dF xra�lr stow �tiEan Vfrlr A tlir`� a�ar`a 9 "�, f1. Se anteN 1i°oortt<� Ma ago s ' g �y sr. 1 #ae Farb r� PiC31 at�iEltaCH" of lrrica€rt) for esnaerag,e +uetdF"r r1rE:<r�rt �� 81���, l"iirf., LR.eEx.r: .Ar ,, � �atv,, ate' 1ar��t° . _ _ main 1tom also 10 br: itli t above,i7t �t#taatt ttt�ktad e<o� ..trk�. F :> ,: „ . , al" 'ft'Ee. _rr atteratanrt� f+rrre eiaaar #lsxarr and t�.�exrle ,: with a:. master bodrxr�ra. txtditar-arl< ulterior are�3 exterior 't1:i ;.: -: ; '".,3@< � _ . a Mart of artE; mac.. a tt r it to th rt frcrixt t carastrtte:laaatt � pl�rat '� � _.... ,. _ :. .... ... .. ;.: :. slam Of tits - , r ct ��y 1+it",l"l'.'.n�4rtaa;e �af�,`aErElStir,A41� �ririt? � l� fie''"" _ , _�1 , _ , R�T�gq g a �atr<art fry` trei � A&re: �-if'tlEc'1'rx�,aa elf ' nsklaxe+ iras r+�ed ai, '.ilia; �+lartlls �iC3ard dat�;h .-. _. ..._.. _. €4'"" . S p' �, .... -, '< -. 9... ,. .: < :: "pr, 'fAFitli ,, ° � fife fxi:#lasv�raa �, l�Esit adopted this �lith liar irrf.a4n 1:t1�t tl <. ��.. . :: ..:> .-: ....� .....: �.-: Ll.Hrit, to Chapter lei #O 1-5) cam trek 1barr area is Pry � aa; ... � k . _... ,.. x .�. :* �`,. _: scare '. �. ElE2li�.ti"494Ai4t1fA1EY tMl..a1; � _.. ._ _ ,t q..... _ ,,. :.:. .:- ,.. , a .. _. ° irrEatlattG� l crt review fir leaf tt3aslr'i tit tliEatf _ _ � �tLr � �<. '1°1r�r - : > � _.:_ .._- -..._ ?..,te�l q'..: ,., ,:.. . - . .. �9taCE ' a'H�"" k3 CA'i4712tIY9e...,&'R ilr[G3I8 � 'lam a9 Crotty- Applicant ..9.tLi deaFttan � _.. ,u s �. � � .: 3 � v - area. < 4ii3Va arxlad- �'• '$ s r ttrelcades creel xvallt S "Ktln,$t�4ar� i.a#DS4i'a...Tir�;�.t�lrk �.. �.. �.- - � : _.. _. : ,:.,. `. _ �: ° _ , � ?�ieL lee .' - :�-' < Nit, n . �'tr`.. �. t`ri�i'i �'. ti�.r - z � > 11< rlrtr° 1r.: . erns l ?a1r,. M- vl of . , K hl ..�.�1[�#;�.. .1rs.. _"tr;l.. _..lt . y.:.. . -6� rRl.akze n thrdrtasarr4rre« scv fleet �: a :< .` . - _.: - .... tea p1'rtttn onrd a _ FtFt�1 to a C F 1< aEhrskl �y�� � �� -'' ..p.I. � �~t lav ilt� Tarr naE :�E�tartrstxat,. a, �-.'' �'. iir1. r�ra that R. � L�Gea�rt.:. �'... �� E°a. .,: .,: 4V polhFtatatt i[ reibeatnttlarr _l 1'#a� sibrt.t�ac'l�itE, � p[ts,t S�i'1'1'p`+i�ttn � :' - i ::. t Emm addition int 'icr and exterior alteratiDus for the : � rrra�ira' hcdr "T1t..irEaErt 116itI1'lz rsalsaa to ire• altrara�# i�rttr a: ° #Tca€rr to 6e 4 r 1't��tt � rel��ant ttotra, of fife aa1 t�aacsslk� �c�trstp, C�rkar t'� tiik Plzaittart� 1+i f tEclt �: tarF arad:and t°F�: 3ahon t ni _ l' l� .. ii, ptaaleet t)l aEtrd jars c ,a era8e tttaE t dre air art *sTiJfa% #'l 1 *l exert all The N to 1'tcx� arse is 3,i� ':, ° 1�t< and trnta: ill a<.30? rt`trl li 1aaeart #�'ka#< �i� FwSB � �y . , - p, ° lief 11° Site plan fret tieiv arcs na sT .A arrei expansion of rrontitornratr8t rlr C; - E3Eraral 1 dE tEarrtrlltcd t1rat tie s 1'p& EL*% aellwreaE fta in d in thee�rrtirxa ,_ �> Parruit. or an individual S1rdl�',:` permit mated fair the pr i"'t ifr0Er tee rresred for shor�litria rse#cri.. Board f .rpeaits tart . . the Z 7'rse planning Board nude a rlrEaetaeFidatorr to the 1l r at1 1 K, ) firial r itaowed gi1; in "Viia�'�ith tho Site Plan, mug be submittedto C+nnrtasrar A Il¢+lletat l�a�c�rtt b�fs�rc' �et� :ruitherreview by bite Zo€txltg Administrator or Buildingand approwdthe8at°aalttaxr ass on "18402.1 < °�` code p rtaot +z1 , oval aid to issuance ` 133aaa#�lirt8 xamil la i applicant rtraiut with a t>3a1f 1 kle rl ' askit rra reliof'tax the F�rlo afil eti lot`tote home lr• i;ifw to the: pordi and fimndatirsal w a�r1 Residential zonea'i�". , x�laek :tn tl� ��9e�#r 1� NOTICE: Smoke detector s are required in bedrooms < �'�a 1. l�i�# aintrrpll;el firs,, 't'he lrksrta�llat8 �r91 � a parlalle hearr8 ga$a fife site tilt apgattr�ta on � = m4err Ole resi i of MY site -WL: tlhtae �t�ks sel��t to adjacent bedrooms and on each floor ' e to OW2 021 when, it was l eel lip i 1 ;Sobseque nt is offwdwr pacruits. in 1N�r1ld perrrE cs i� clep� rE aaxi'eaaarrp#iart�c triilt ��i� ��-� ilirarl�rsicaraal level i l I e ve I including cellar o r basement. . � , 1tr,. alalt a1l,.a.otlim�ats �d the lu�traatE Eaterlsla t%Li�ttEatC1 � � � Planning Board has :r �E`iu k �. , .. < � ark all et`�rcidrtela Otis resottrttm. • . _ o t>sr�il to artifio that *0 sett is deraok� Binh iea tie pEro es# � t provided a+ ibataitbla�tEs x .. setback , � Iry canal toEErralarra ark , a trash 1r tk> rdirxr w h _ . as reuttl. 1x ���� E-��� All smoke detectors & carbon monoxide detectors shall be Intetconnnecte d with , writing y iit hrt sear oal ith aarallltdaxr �`214, Made public prior to ire ��` cvtti�t� �`�"°��, art'�istlEattrala,es�tsiEra-xl battery backup and located on all levels. io ,: °l"hel�aurxalta8 � rtr�rtarataea tt'�nt t1 plr��ftoti eoxtrplt�ra With the tw�te�ta= �tc1r*r,�tnisa r,tstsr�l=. ) lirsae r olr 40" cs to the pk rta its] c�sr � lr is , .: - ;row r imd, SFt;��RT�pe ll na> "' Carbon monoxide detectors are re aired sit laae'�t tit Article t %t�stt ()d'+l'ltl�rtri or 1'On 2� exfAugust:2tt21 .:i(iEefaxll€rxtarr P�'laatrrri sec-eaaEdetl lr;�' .lrlrrE S1t�rtcrs 1)Edv ,�tee1 �lrrs day�}` S A pirkaltc hesrtta� aai.�•E�I d hold x-saa "�a?r`b r�EaBu i8x 21, sleeping �Pq�ca Mild tyre tiril i Vt$) i� � 11. X N: U12aXL 1k,ALLU,1MW'J; bdwiducod Oy 0a'nid N, Traav tiristn ' p, �r aa`trna fir; Orina Wit. L13Y<l>kts=1§lr, hntor4 NIT, 's 1:Tt:TI . per , e Esaartn xlial it xiA l.t ra iow of the stipwat4-m inataisl ulfl�lrllaticrra rrtpplled dla€EnS pa1�1a, ft. lA lerx mciara for its stdt§lltitrrr ;, ` specified in 'Section 1'i-1 A :cif the �Fslaury Ttrx E Code and f 8aapter 267 K.Y3ta%i14if�ratEa�a � a�i'ti�rFxi � � .: r'1.ia�sartl to re iaiti€an � 'hy SLAT the J1011 *10 > s:V NOVS- N 3i�if c+i'iv''YS, Ta:aR I.aw and ali' t3iwEtstscau arca<i telalarati rind as halt€t TOWN OF OUEENSHt.1RY - „ ; � r • � tom#• 1t, a�x ,, � . ll �ratfta�, o. r�arntttoC��tril nittta a`�t �r 1 Vi7sav : p.; Cih errs tysaa n11 tamed l� . w' . '; >�i�1;� i. �1r �r a)tealtraie ! 'xBUILDING . _ to rraxrtr t l':. l'lr is n� a� �ctdeaarahk� efo :: e ire tfa� Ekhsrs�ar ca# die eaa�b�Trhr. coat � #`tn . li#'r down an cxial � srad ttlraa, s rre>a 4aaar tkrttd of hlcraata right trr, as than av tearing _ �p U I T, Bl ILD NG UEPAR, ANENT ., .. ,,, t��d on our limited examination,rn I e � p lane cle tails s, t s1, Ills waa� vra�ed raatatrl ..ails > of l 1t s oovided infim arta0tt o'A t;tte 1t81otng, f, rtx,rasia� r 1. C4rFataar�Xl,>t�bk [',�� � Ft� � 1 � la 1 �' � - < <. lea haxeb it considered. and reall there mia t>that.man for this, our comments she i not be ;;,nstrued as �� .,. �. „ailcatlC the laps a�,� s lid . I g p eo are n hard e:aping.„pfloorpl ,el.soillmar eciratttxlauttrRra,'r1 lrtrr:aadrspoaak.. _. ve lbleatterrrstl a , , t,:i compliance s.titll the Ulldin� Codes of ing Co ? `� `T1E� approval is valid for me 1 +year ft�om the date of al, Aplr# is realpl itric for'reel ting 4 l y an oats tr ion. of aii paroval before the one (1) y time, frarlse #i expired if Mira have nett ��t aspplred fora , � - - '. l'he foqutarat > srtstra a ra feet ttiik raTt�l. sp at�in to �tt8 ti xt a 11 �►� and pttttan �p p .. New York State. building pamlit s� eaz Frit t ti i titrr sit 5 trwott 4, _N is an �id',,Ww eruct On the phe aivd i covircaaatra�mial c'naliti+sal in l uriSlzbc�aoxal3 district, Pkv 142 't_ We could suggest that the al4cd difficulty is self-cxcatcdk but as it as; it brlaa•ada invery Well tali onet SpS,70a.82." 1, Fax,, p8,74.5-�a�k; 71£ 74- Bait 'dada l.a��rla�$l.�"��, 1��f �,2-: 4 t wwwA "nsbury,l t pho le: 50-761,:1�`z" l Fax-5i.t"x.l:4 k 437 174'2 hays resell, 0Ykeab3rs#aaa�fe W ��t i°'x��di9P.C:�R;/�'@tr3t1'iYE''Fd�_fid?�:- Glen Lake 5.0' -�- To Shore C0�111I Al 4.7 --t To Shore BOATHOUSE SIDING TO MATCH NEW RESIDENCE SIDING �o AND TRIM x/ CO � TT EXISTING GRADE IN THIS AREA GENTLY SLOPES TO FLAT AREA IN FRONT OF RESIDENCE BETWEEN BLDG. & SEAWALL - ALL ESTABLISHED LAWN AREA TO REMAIN REVIEWED FOR N= NOTICE ENERGY CODE COMP FOAM INSULATION MUAfi Al KRAFT PAPER INSULATION COVED BY A 15 MINU I I MUST BE COVERED BY NON-COMBUSTIBLE BARRIER CIR5 /IPF - / Adjoiners STA 4= it ou e / Lands N/F of Kieran Schrader /4 /6 �\ EXISTING UNDERGROUND / K 1P cr' OJT o Propane Tanks i OJ TO BE wet v REM o \ . 0 Lands N/F of Elizabeth Galloway Trust REPUTED LOCATION OF EXISTING SEPTIC TANK AND SEWAGE DISPOSAL SYSTEM \ PROPANE TAN /� `\ AND GAS LINE s / STAIX \ O y Asphalt Drivexay � � ...... UP NM 2 NZ W� W \ TP-1 A `\ ALL EXISTING AREAS ON THE NORTH SIDE OF THE EXISTING DRIVE IS GRASS SWALE AND IS GENERALLY FLAT AND HAS NO CURRENT STORM WATER ISSUES EXISTING BURIED WATER LINE E TOWN OF QUEENSBURY BUILDING & CODES EPT. Reviewed Date: `'-- / PROJECT LOCATION CI RS Stone Pile 0 M Lands N/F of Kieran Schrader GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES LEGEND . FILE COPY . i — - - - - - - — PROPERTY LINE -' ---------------------- PROPERTY LINE SETBACKS EXISTING CONTOURS 330 NEW CONTOURS — E —E —E —E OVERHEAD ELECTRIC SERVICE — SS — SS — SS — SS SANITARY SEWER — W — W — W — W WATER SERVICE E/P EDGE OF PAVEMENT — GAS— GAS— GAS— GAS— UNDERGROUND GAS SERVICE SITE DATA PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL) MINIMUM LOT SIZE: 2 ACRES MINIMUM LOT WIDTH: 150 FEET TAX MAP NUMBER: 289.18-1-17 SETBACKS REQUIRED EXISTING FRONT 30 -0 276 -6 SHORELINE 50'-0" 22'-1" SIDE (LOTS 60' TO 150' WIDE) 20'-0" 21'-4" 42'-e REAR 30'-0" NA MAXIMUM BUILDING HEIGHT 28'-0" 33'-9"f MINIMUM PERCENT PERMEABLE 75% 66.01% MAXIMUM FLOOR AREA RATIO 22% 9.92% ACTUAL LOT SIZE: 34,311.80 SF (0.79 ACRES) ACTUAL FRONTAGE: 45.31 FEET EXISTING SITE COVERAGE CONDITIONS COMPONENT RHEA PERCENTAGE TOTAL SITE 34,312 SF 100.0% BUILDINGS 2,516 SF 7.33% PAVING & WALKS 9,145 SF 26.65% GREEN SPACE 22,651 SF 66.01 % PROJECT LOCATION MAP NO SCALE TEST PIT RESULTS TEST PIT OBSERVATIONS BY RUCINSKI HALL ARCHITECTURE - OCT 2020 0-3 INCHES TOPSOIL 3-44 INCHES SANDY LOAM WITH GRAVEL 44-72 INCHES GRAVEL WITH BOULDERS ROOTS TO 34 INCHES NO MOTTLING OR SEEPING\STANDING GROUNDWATER OBSERVED TO 72 INCHES PERCOLATION TEST RESULTS PERCOLATION TEST OBSERVATIONS BY RUCINSKI HALL ARCHITECTURE - OCT 2020 PT-1 YEILD 1 MIN 25 SEC PT-2 YEILD 2 MIN 25 SEC (GROUND IN THE AREA OF PT-2 WAS NEAR HEAVILY COMPACTED AREA NEXT TO DRIVEWAY - EXPECTED LONGER PERCOLATION TIME DUE TO SOIL COMPACTION) EXISTING FLOOR AREA RATIO CONDITIONS COMPONENT AREA BASEMENT 642 SF MAIN FLOOR 2,250 SF UPPER FLOOR 513 SF TOTAL ALL AREA 3,405 SF or 9.92% \\ Shed Tax Parcel 3 TO BE �__ 289.18- I - 16 26 , 57 - -- - ----__ Tax P cel / AREA 289. 18- -17 / "' ` 4311. 8 Sq-: --Feet M ' ----0. 79 Acres 452 / // �_"l I Al I RFy _ v J THIS ENTIRE AREA TO THE EAST ADJOINING PROPERTY \ v� OF THE CURRENT GARAGE IS WELL LOCATION �1 \-= GENERALLY FLAT AND SLOPES \==;=_ --_ ', — _ GENTLY TO THE EAST AND IS ADJOINER LOCATION y ti\\ --_ - _ — — — _ ALL VEGETATED SPACE AND WILL 20 10 0 10 20 40 OF EXISTING SEPTIC \ I REMAIN -AS 4T-CUBRENTLY EXISTS TANK AND SEWAGE DISPOSAL SYSTEM GRAPHIC SCALE 1" = 20'-0" 129„ S ? 101 m �` \ w �IRP In Stone Pile I r tk T0� B(J#Lt7i;VG <;OUES THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS D, A A � Y 2 REVISED SEWAGE DISPOSAL DESIGN + ADDED DETAILS 22 MAR 2022 1 ADDED EXISTING STORM DRAINAGE PATTERN INFORMATION 13 FEB 2022 0 REVISED PER ENGINEERING REVIEW COMMENTS 30 NOV 2021 No.1 DESCRIPTION DATE REVISIONS W N @ } 3 V NtaUta11r ZF_Q UZ) W a �oW H W�� 2 a La U 0 U a� _ I ILYL 0 a ~ 0 Q U0 0 3 J J 0 O U _J Y o W P: �UJO 2 V 00 OIL OW�O <:3 N N N a 00 T 0 3} d-:� awH_ ozr 0 C Z rZ' r- z U .' Z N > fA _ ¢ t3 o0 00 s a a (, zW — LYa __ NUH U X� HQQ C U 0 o f— C d x >L°w �W F TO BE AS SHOWN & ND IN ACCORDANCE ANUFACTURER'S NDATIONS, TRADE TION PUBLISHED ENDATIONS AND Y ACCEPTED LOCAL CTION INDUSTRY S. CAD FILE NAME ACAD\CROTTY\C-1 SCALE 1" = 20'-0" DRAWN BY DRAWING TITLE EXI STI N G SITE PLAN DRAWING No. C-1 EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: • LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED • FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. • USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1 V:2H OR GREATER AND FILL SLOPES 1 V:3H OR GREATER. • PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: • PERIMETER PROTECTION USING SILT FENCES • STABILIZED CONSTRUCTION EXIT POINTS 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED ONE—THIRD THE HEIGHT OF THE FENCE. D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. E) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. Glen Lake 11TANKS FROM MINSHORELINE 5.0'tToSh O 4.7' f To Sho I ,r�A R S F` NEW FOUNDATION �e PLANTINGS - HOSTA o AND DAY LILLY BOATHOUSE SIDING TO MATCH NEW RESIDENCE SIDING AND TRIM CIRS S6% �o. �o� X/ / i / Oh / / % / A/ \ \��� EXISTING ROOFG LEADER TO BE DIRECTED TO EAVE i TRENCH REPUTED LOCATION OF EXISTING 1,250 GAL SEPTIC TANK TO REMAIN PROPOSED 500 GAL. SEPTIC TANK TO BE CONNECTED IN SERIES EXISTING GRADE IN THIS AREA GENTLY SLOPES TO FLAT AREA IN FRONT OF RESIDENCE BETWEEN BLDG. & SEAWALL - ALL ESTABLISHED LAWN AREA TO REMAIN 1 <<7 SAVE TRENCH (TYP•) u ADDITIONAL EROSION CONTROL AND GRADING NOTES: 1. MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT WILL BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. 2. SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. 3. SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%. 4. SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. 5. TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 6. SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. 7. VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. 8. KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY TEMPORARY/PERMANENT GRAVEL AREAS OFF FUTURE SEPTIC AREAS. PROVIDE SILT FENCE ALONG FRONT PORTION OF PROPERTY REPUTED LOCATION A BETWEEN RESIDENCE AND THE OF EXISTING SEWAGE LAKE DURING CONSTRUCTION DISPOSAL SYSTEM 0 Ao #2 OR BETTER - CRUSHED STONE 11, 94, ------------ 3'-0" MIN. SAND LAYER TO SERVE I AS PRE-TREATMENT WITHIN THE PRACTICE IN ACCORDANCE WITH NYS SMDM SECTION 6.3.3 EAVE TRENCH AT EAVE LINES WHERE SHOWN ON THIS DWG. TYPICAL SAVE TRENCH DETAIL N.T.S. 0 0 0 00 00 W 0- 0 in SEDIMENT SLOPE o \\-CONTAINMENT 0 AREA LO rn' i "RDW00D ` POST UNDISTURBED GROUND ' PLAN ' 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)" HARDWOOD POST Ao " OR STEEL "T" OR "U" SECTION POSTS (1 Ib/If MIN.) WOVEN GEOTEXIILE FABRIC GEOTEX 2130 (OR EQUAL) SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) Adjoiners Lands N/F of House Kieran Schrader �. EXISTING ROOF LEADER TO BE DRAWS WATER FROM ELIMINATED Q GLEN LAKE ERGROUND �� NEW UNDERGROUND PROPANE TANK � PROPANE TANK AND GAS LINE EAVE NEW 16,000 W TRENCH GENERATOR / (TYP.) �. a S \ \sq0il ALL EXIST`I AREAS ON THE NORTH SIDE OF TH G EXISTING DRIVE IS \I11P GRASS SWALE ND IS GENERALLY FLAT AND HAS 0 CURRENT STORM M 2 WATER ISSUES i i i i F \ WW \ • PROPOSED NEW SEWAGE DISPOSAL TILE FIELD `\\ (5 LATERALS AT 50'-0") i CIRS z � tone Pile `\ C ^ \ Q / � \ O W W I I ^ AREA -'� Tax Parcel j / '--- ^ - 31 1.8^ \ W -Sq.-'-Feet ^ 79 Acres 100' MIN. WELL , - ALINE OF 100' MIN. TO BED FROM SHORELINE J II Lands N/F of Elizabeth Galloway Trust ------- _ `---' --/ -- - i 01 In ton 4, PROVIDE SILT FENCE ALONG REPUTED LOCATION \ i .��, ` SOUTH PORTION OF PROPERTY �"- =` - BETWEEN RESIDENCE AND THE OF EXISTING SEWAGE DISPOSAL SYSTEM � ��� ,___ ADJOINING PROPERTY DURING �\`z---_= ADJOINING PROPERTY DURING FAI GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES LEGEND EDGE OF BLDG. - - - - - - PROPERTY LINE FOUNDATION ---------------------- PROPERTY LINE SETBACKS --------:>:'---------- EXISTING CONTOURS 330 NEW CONTOURS E —E E —E OVERHEAD ELECTRIC SERVICE ss — ss ss — ss SANITARY SEWER w —W w — v WATER SERVICE E/P EDGE OF PAVEMENT — ms ins ms cm — UNDERGROUND GAS SERVICE SITE DATA PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL) MINIMUM LOT SIZE: 2 ACRES MINIMUM LOT WIDTH: 150 FEET TAX MAP NUMBER: 289.18-1-17 FRONT 30'-0"' 276'-6" SHORELINE 50'-0" 22'-1" SIDE (LOTS 60' TO 150' WIDE) 20'-0" 21'-4" 42'-4" REAR 30'-0" NA MAXIMUM BUILDING HEIGHT 28'-0" 33'-9"t MINIMUM PERCENT PERMEABLE 75% 66.01 % MAXIMUM FLOOR AREA RATIO 22% 9.92% ACTUAL LOT SIZE: 34,311.80 SF (0.79 ACRES) ACTUAL FRONTAGE: 45.31 FEET EXISTING SITE COVERAGE COMPONENT CONDITIONS PERCENTAGE AIKA TOTAL SITE 34,312 SF 100.0% BUILDINGS 2,516 SF 7.33% PAVING & WALKS 9.145 SF 26.65% GREEN SPACE 22,651 SF 66.01% PROPOSED SITE COVERAGE COMPONENT CONDITIONS PERCENTAGE AREA TOTAL SITE 34,312 SF 100.0% BUILDINGS 3,347 SF 9.75% PAVING & WALKS 7,531 SF 21.95% GREEN SPACE 23,434 SF 68.30% PROPOSED 256'-3" 22'-1" 21'-4" 28'-9" NA 27'-8" 68.30% 15.45% II \ TOE OF U� SLOPE UNGROUNDED STORMWATER CALCULATIONS (FOR NEW IMPERVIOUS AREA) WOVEN WIRE MESH Etow N j STORMWATER CALCULATIONS ARE PROVIDED FOR NEW IMPERVIOUS AREAS REINFORCEMENT (IF�//i AS FOLLOWS; NECESSARY) MIN. 14 GAUGE WITH MAX. 6" RETAIN EXISTING NEW W.I.C. ADDITION = 132 GSF OPENING VEGETATION, IF ,�,/ NEW GARAGE ADDITION = 699 GSF POSSIBLE EXCAVATE TRENCH, BURY SILT FENCE FABRIC TOTAL NEW IMPERVIOUS AREA = 831 GSF CALCULATED AT 1.5 GAL\SF AND BACKFILL/COMPACT EXCAVATED EARTH ( FOR STORM WATER = 1,247 GAL OF STORM WATER CAPACITY TO BE PROVIDED. SECTION STORM WATER CAPACITY PROVIDED BY THE EAVE TRENCHES ALONG THE DRIP LINES OF THE NEW ADDITIONS TOTAL CAPACITY OF THE EAVE TRENCHES IS 1099 CF. THE ANTICIPATED VOLUME FROM THE NEW IMPERVIOUS SURFACE IS 1,247 GALLONS AND THE PROVIDED CAPACITY OF THE 1099 CF OF EAVE TRENCH IS 3,000 GALLONS. THE SOILS ARE ALL WELL DRAINED GRAVEL IN THE AREAS OF THE EAVE TRENCHES. �-� EXISTING FLOOR AREA RATIO CONDITIONS COMPONENT AREA BASEMENT 642 SF MAIN FLOOR 3,053 SF UPPER FLOOR 1,607 SF EXISTING BURIED WATER LINE TOTAL ALL AREA 5,302 SF or 15.45% Lands N/F of CURRENT Kieran Schrader WELL LOCATION S 83 ° 07147" E Tax Parcel 289.15-1-16 263 .571 �� '6 - - - 1 S0, 00 1 3 0 -- _ _ A3 N —' EXISTING LOT IS GENERALLY FLAT FROM FITZGERALD ROAD TO MID POINT OF EXISTING RESIDENCE LESS THAN 24" OF GRADE CHANGE ALONG THE LOT — 83007 RFS n� ADJOINER LOCATION AD Al ls.�\ - — — — — — — OF EXISTING SEPTIC \ � ' �� — TANK AND SEWAGE A— ADJOINING PROPERTY — DISPOSAL SYSTEM �— — — �� — — _ — — — — `. _ -- -------_--- WELL LOCATION V 20 10 0 10 20 40 GRAPHIC SCALE 1" = 20P-071 THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 2 REVISED SEWAGE DISPOSAL DESIGN + ADDED DETAILS 22 MAR 2022 1 ADDED EXISTING STORM DRAINAGE PATIERN INFORMAION 13 FEB 2022 0 REVISED PER ENGINEERING REVIEW COMMENTS 30 NOV 2021 No. DESCRIPTION DATE REVISIONS LU 0 N Q 3 D N N U } z Z�Q U 0- LIJ WQ w F— o 2 z20 UN 0 ,_ 0 L� 0 3 O J _jFo J E O WUjX Uj o c r=-of Boa V �— O co d- O Li W O ZO �— N N N p 00( E pa w v ¢ W H tz t`�`= »zQ U— m 00 p0 _2 Q O ZW UXL- HQQ Dv o o N d• N U 0 o O-C x WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. CAD FILE NAME ACAD\CROTTY\C-1 SCALE 1" = 20'-0" DRAWN BY DRAWING TITLE PROPOSED SITE PLAN DRAWING No. C-2 SEQUENCE OF CONSTRUCTION ACTIVITIES: RECOMMEND ALL ACCESS 1 CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. APPROAMATE FINISH GRADE do CLEANOUT OPENINGS BE RAISED TO 6' BELOW TEST PIT RESULTS FINISH GRADE. 2. NSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN TEST PIT OBSERVATIONS BY RUCINSKI HALL ARCHITECTURE - JULY 2021 AND OTHER LOCATIONS AS NECESSARY TO STABILIZE THE SITE. uj t° 0-2 INCHES TOPSOIL 3. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN 2-48 INCHES SANDY LOAM WITH GRAVEL 48-66 INCHES GRAVEL WITH BOULDERS AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. 3" ROOTS TO 44 INCHES LIQUID LEVEL NO MOTTLING OR SEEPING\STANDING GROUNDWATER 4. FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND MIN. SLOPE _ --- TO D BOX OBSERVED TO 66 INCHES 1 /4 PER FOOT MIN. SLOPE EROSION. 1/8" PER FOOT 5. COMMENCE SITE GRADING AND CONSTRUCTION. SEPTIC TANK INLET & OUTLET PERCOLATION TEST RESULTS BY FORT MILLER OR BAFFLES 6. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 EQUALQ. PERCOLATION TEST OBSERVATIONS BY RUCINSKI HALL DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. o a ARCHITECTURE -JULY 2020 jo0 PT-1 7. INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB c�'`' YIELD 1 MIN 50 SEC INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. J MINIMUM 2x WIDTH PT-2 MAXIMUM 4x WIDTH YIELD 2 MIN 45 SEC 8. FINALIZE PAVEMENT SUBGRADE PREPARATION. (GROUND IN THE AREA OF PT-2 WAS NEAR HEAVILY - COMPACTED AREA NEXT TO DRIVEWAY EXPECTED 9. CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER PROVIDE 3" SAND OR CIO o LONGER PERCOLATION TIME DUE TO SOIL COMPACTION) MANHOLES AS SHOWN ON THE PLANS. INLET PROTECTION HAY BALES MAY BE REMOVED PEA GRAVEL UNDER TANK TEMPORARILY FOR THIS CONSTRUCTION. PLACE REQUIRED RIPRAP AT LOCATIONS SHOWN ON THE SEPTIC TANK DETAIL PLANS. 10. REMOVE SILT FENCES / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABILIZED BASE COURSE. 11. INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. 12. CARRY OUT FINAL GRADING AND SEEDING AND PLANTING 13. REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES ARE STABILIZED. 14. REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN THESE AREAS (THESE AREAS ARE TO BE PAVED LAST). SOIL RESTORATION: AS PER CHAPTER 5 OF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL, SOIL RESTORATION IS REQUIRED ON THIS SITE IN ALL NON -IMPERVIOUS AREAS ONCE FINAL SUBGRADE ELEVATION IS ACHIEVED. IN AREAS OF CUT OR FILL THE SOILS SHALL BE AERATED AND 6 INCHES OF TOPSOIL SHALL BE APPLIED. IN AREAS OF HEAVY CONSTRUCTION TRAFFIC (ESPECIALLY IN AREAS 5 TO 25 FEET FROM BUILDING, BUT NOT WITHIN 5 FEET OF FOUNDATION WALLS) THE FOLLOWING RESTORATION MUST BE APPLIED: 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT -MOUNTED RIPPER, TRACTOR -MOUNTED DISC, OR TILLER, MIXING, AND CIRCULATING AIR AND COMPOST INTO SOIL. 3. ROCK -PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES 5. VEGETATE AS REQUIRED BY APPROVED PLAN. 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. CONCRETE OR STONE MARKER ABOVE ALL BURIED COVERS �-FINISHED RECOMMENDED. INLET BAFFLE 12" MIN. OVER OVER ALL STRUCTURES #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL FROM SEPTIC 4" PVC M TANK O O 0 SILT FENCE GENERAL NOTES: 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR STEEL "T" OR "U" POSTS (1 lb per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: SLOPE MAXIMUM STEEPNESS LENGTH (ft.) 2:1 25 3:1 50 4:1 75 5:1 OR FLATTER 100 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Y4 ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. SILT FENCE INSTALLATION NOTES: 1. GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, FOLDED AND STAPLED. 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. ALL OUTLET INVERTS N 0060cp°° TO BE SET AT PEA EXACTLY THE SAME GRAVEL ELEVATION. (USE OF SPEED LEVELERS REQUIRED) DISTRIBUTION BOX N.T.S. APPROX. SLOPE OF EXISTING GRADE TYP. CHARCOAL VENT (OPTIONAL IF DEPTH LESS THAN 30") 1 I J D � v o I 2'-6" o o in °- cu o p 2 TO 6" ALL ES SIDch o Z*M c� �J +rnc;, CA a 0 0 (o CD�Q �/y Dr? Pn 4"0 SOLID PIPE 4" PERFORATED PIPE PUMP TO D-BOX WITH CAPPED ENDS (TYP.) AND 4" MANIFOLD a co I I I I I I I I I tV WASHED CRUSHED I i i i t o o STONE Ito o N TOTAL BED SIZE = M I I I I I 1cD 30 BY 20 I I I I I = 600 SIF 5' q 5' q 5' 15'-0" 2'-6" 2'-6" 20'-0" BED DESIGN DESIGN FLOW- 5 BEDROOM HOUSE WITH STANDARD FIXTURES AT 110 GPD= 550 GPD 1-5 MINUTE SOIL ON SITE 550 GPD DIVIDED BY 0.96 GPD/SF= 578 TOTAL ABSORPTION REQUIRED NEW DESIGN LAYOUT ALLOWS FOR 600 SF OF TOTAL BED 4" SOLID MANIFOLD WITH 4" PERFORATED PVC LATERALS AT 5'-0" O.C. SET LEVEL WITH CAPPED ENDS EN11RE AREA OF GRAVITY BED (30' BY 20') TO HAVE 6" WASHED CRUSHED STONE 3/4" TO 1-1/2" SIZE BELOW PIPING WITH A MINIMUM OF 2" AND MAX OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO PLACEMENT OF TOPSOIL. TOPSOIL LATER TO BE 6" TO 12" IN DEPTH. BOTTOM OF BED TO BE INSTALLED AT A DEPTH OF 18 TO 30"- ADD CHARCOAL VENT IF +30" z N OVERFILL TO ALLOW FOR SETTLEMENT MAXIMUM SEASONAL HIGHS - GROUNDWATER ELEVATION ABSORPTION BED SECTION N.T.S. UNTREATED BUILDING PAPER, OR GEOTEXTILE. 4" PERFORATED LATERAL LABELED AS FULLY MEETING ASTM STANDARDS FOR USE IN SEPTIC SYSTEMS. 3/4" TO 1 1/2- WASHED CRUSHED STONE (MAXIMUM DEPTH OF CRUSHED STONE SHALL NOT EXCEED 30") (THERE SHALL BE NO SUBSTITUTION OF TRENCH WITH LEACHING CHAMBERS UNLESS APPROVED BY NYS DOH) SEWAGE DISPOSAL SYSTEM NOTES THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR TOWN BUILDING INSPECTOR. DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEMS APPENDIX 75-A. SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED GRAVEL. SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE 3" AIR SPACE ABOVE "T" TO TOP OF TANK NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL B CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A CLASSIFIED BODY OF WATER. HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM SLOPE 1 /4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4" WITH TIGHT JOINTS, MINIMUM PITCH 1 /8" PER FOOT. SANITARY DISPOSAL FIELD: 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1 /16" PER FOOT, CAP ALL END THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEP11C TAN MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP IN THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED B THE SEPTIC TANK. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FO THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEME DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANK SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR DISINFECTED AFTER BEING PUMPED OUT. SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVE ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS OR CLEANERS INTO SINKS OR TOILETS. WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM THE ABSORPTION FIELD. PROVIDE FILTER FABRIC ABOVE STONE BED > ;ON SITE MATERIAL FOR TOP SOIL.;';:;:; STONE PERF( ORATED PVC PIPE - () ,�y�.�� .,STONE-.,, NATIVE SOIL D 1-5 MIN. PERC RATE 9 nA" LAW T!\ I\I0C0%Af%l IC I AVCD NO GROUNDWATER ENCOUNTERED (REMOVE TOPSOIL PRIOR TO INSTALLATION OF IMPORTED SAND) TYPICAL BED SECTION N.T.S. TOWN OF QUEENSBURY- CHANGE TO SCHEDULING INSPECTIONS- EFFECTIVE 2019 YOU MUST PROVIDE AN AS -BUILT DRAWING, IF THE INSTALLATION HAS CHANGED FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. YOU MAY HAND THE INSPECTOR THE AS -BUILT ON -SITE BUT IT IS PREFERRED TO BE RECEIVED PRIOR TO THE INSPECTION DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS -BUILT MUST BE RECEIVED PRIOR TO SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. IF THE CODE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS INSTALLED DIFFERENTLY THAN THE SUBMITTED PLANS, THE INSPECTION WILL BE FAILED AND YOU WILL BE INSTRUCTED TO SUBMIT AN AS -BUILT DRAWING PRIOR TO RESCHEDULING THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 2 REVISED SEWAGE DISPOSAL DESIGN + ADDED DETAILS 22 MAR 2022 1 ADDED EXISTING STORK DRAINAGE PATTERN INFORMATION 13 FEB 2022 0 REVISED PER ENGINEERING REVIEW COMMENTS 30 NOV 2021 No. DESCRIPTION DATE REVISIONS o OV a 'S D N N U } w Z ZHQ U ==Z w �- a Ld 2 zgo a In NU I..fr 0 0 Q O L. 3 o J JF-o U J E W F �Wo o �ptL C V `- O i 00 � 1. O W Ir O H �- N N N p �� O awckf l-`' 0 %} v! _z>- »a U > y 00 00 s a Z w U(u X� F�� FA _a Q_ c C� o "t C v 0 0 x W WW �C� >IL- WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. CAD FILE NAME ACAD\CROTTY\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE E&SC CONTROL + SEPTIC DESIGN NOTES DRAWING No. C-3