The URL can be used to link to this page

RC-0539-2022 Office Use Only •`'' ADDITION/ALTERATION PERMIT Permit#: C-05-B1 2022- Town f„ry APPLICATION Permit Fee:$ TO% .55 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Invoice#: 52.-- Flood Zone? Y 0 Reviewed BycA Project Location: 80 Rockhusrt Drive Tax Map ID#: 227.13-2-42 Subdivision Name: PROJECT INFORMATION: TYPE: 2 Residential ❑ Commercial, Proposed Use: 2 Single-Family ❑ Two-Family Cl Multi-Family (#of units_) El Townhouse 0 Business Office ❑ Retail El Industrial/Warehouse ❑ Garage (#of cars ) • ❑ Other(describe ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 958 1st floor: 976 2nd floor: 2nd floor: 3rd floor: 3rd floor: Basement(habitable space): Basement (habitable space):919 Total sq ft: 958 Total sq ft: 1,895 Scope of work to be done: Renovations to existing single family residence and addition of 2 car garage lECCEOVE AUG 3 0 2022 J TOWN OF QUEENSBURY BUILDING&CODES • Addition/Alteration Application Revised June 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 350,000 2. Source of Heat (circle one): 2 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 2 NO Explain: 4. Are there any easements on the property? ❑ YES 2 NO SITE INFORMATION: • Is this a corner lot? ❑ YES 2 NO • Will the grade be changed as a result of the construction? 2 YES ❑ NO • What is the water source? ❑ PUBLIC ❑ PRIVATE WELL Draws from the lake • What type of wastewater system is on the parcel? ❑ SEWER 2 PRIVATE SEPTIC Holding tanks DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100% of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. I certify that the application, plans and supporting materials are a true 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. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Ethan P. Hall -Architect\Agent for the Applicant SIGNATURE: (� p yVail DATE: 29 Aug 2022 Addition/Alteration Application Revised June 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Joseph Sheehan Mailing Address, C/S/Z: 11011 Queens Blvd., Apt 26L, Forest Hills NY 11375 Cell Phone: ( 917 ) 763-5656 Land Line: ( ) Email: mojony@gmail.com • Primary Owner(s): Name(s): Joseph Sheehan Mailing Address, C/S/Z: 11011 Queens Blvd.,Apt 26L, Forest Hills NY 11375 Cell Phone: ( 917 )763-5656 Land Line: ( ) Email: moionvAgmail.com ❑ 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): Vern Edwards Contractor Trade: General Contractor Mailing Address, C/S/Z: 1119 Copeland Pond Road, Fort Ann NY 12827 Cell Phone: ( 518 )744-9591 Land Line: ( ) Email: **Workers' Comp documentation must be submitted with this application** • Architectls)/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: ephall nyrap rr corn 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 June 2022 Residential Plan Review: 1- and 2- Family Dwellings Y/N NA (1 of 2) `�� Two (2)full sets of plans c(16.5 Over 1,500 sq. ft. requires engineering stamp *{ Design loads on plans: 115 Wind Floor Loads 40 psf L (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf _ Wind design for lake front properties e.�y;, Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for ll windows/Tempered glass in bathrooms "toi Door schedule/Main entrance 36" door Emergency Escape or Bedrooms & Habitable Space yai Above-grade: 5.7 sq. ft. Grade: 5.0 sq. ft. /J 24" (h)x 20" (w) minimum 44" maw m height above door R `,A Wind Iry control devices 24" or less 2nd story or 72" above grade Egr s window from basement 5.0 sq. ft. Flo r system sizing per table 502.3.1 Ig-'5' Residential check ERI or Prescriptive method pJp Driveway length: 300' or more-12' width required/500' or more,turnaround required X/Pt Foundation drainage on plans, if required 4/ , 6" drop in 10' exterior grade '— ' t Framing cross section for each roof line, vertical fire stopping every 10' where required/joist spans pg. 127 "Av `f)-. Ice & snow shield —24" from exterior wall { =0 I-6C Platforms at exterior doors Stairway headroom 6'8"; all stairs 36"`Width Stair run and rise iuitq Winder run and rise pv-T Spiral stairs meet requirements 1!. Smoke detectors—battery backup & proper location, interconnected YBathroom fixtures—proper clearance `4` Hall width-36" width 1lC Handrails more than four risers on open sides / Railing&guards > 30"/basement stairs included/closed risers more than 4" in height ''iS Safety glazing notes for required areas 145 1),- Garage fire separation: %" gable end/5/8" under living space &%" on walls/20 min. door and closer c.2C Ac--� lic 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-* -› Residential Plan Review Revised October 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) ,y/ Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected within 15' of sleeping area jfl4- Soil test results, if required Septic to well or water line separation All paperwork signed '1, Note on plans energy saving light bulbs 90% fdel— Blower door test agency paperwork Floodplain Permit required —check map: 2 feet above flood elevation A irkHurricane clips required f Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel 2 Manuals S &J required for heating system. Cold air return hard piped Separate room for draft HVAC or hot water heater with fresh air HRV shown and calculations kitS1 Baffles at eaves for insulations and knee walls JU fr Makeup air for range hood >400 cfm ''�� l Continuous header for garage doors to end wall c,`z7 Chimney rain cap shown for fireplaces , ii-179.411, Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised October 2021 Generated by REScheck-Web Software Compliance Certificate N p IDo ELP i VD 1 N Project Sheehan Residence 1 AUG 3 0 2022 1 I ul 4 c°° N ( ,, I Li, Energy Code: 2018 IECC TOWN OF QUEENSBURY Location: Lake George, New York BUILDING&CODES I N A Construction Type: Single-family Project Type: Alteration i O Climate Zone: 6 (7377 HDD) Permit Date: 1 l0 Ul W Permit Number: j U1i CO O cn i Nj Construction Site: Owner/Agent: Designer/Contractor: I :-,, O 80 Rockhurst Road Joseph Sheehan Ethan P. Hall N Queensbury, NY 12804 11011 Queens Blvd.Apt 26L Rucinski Hall Architecturj N Forest Hills, NY 11375 134 Dix Ave j 917-763-5656 Glens Falls, NY 12801 mojony@gmail.com 518-741-0268 ephall@nycap.rr.com Compliance: Passes using prescriptive requirements for alteration projects Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Ceiling 1: Cathedral Ceiling --- --- --- --- --- --- --- Exemption: Framing cavity filled with insulation Wall 1: Wood Frame, 16"o.c. --- --- --- --- --- --- --- Exemption: Framing cavity filled with insulation Door 1: Glass Door(over 50%glazing) 53 0.300 0.300 16 16 Door 2: Glass Door(over 50%glazing) 65 0.300 0.300 20 20 Door 3: Glass Door(over 50%glazing) 65 0.300 0.300 20 20 Door 4:Glass Door(over 50%glazing) 40 0.300 0.300 12 12 Door 5: Glass Door(over 50%glazing) 40 0.300 0.300 12 12 Door 6: Glass Door(over 50%glazing) 40 0.300 0.300 12 12 Door 7:Glass Door(over 50%glazing) 38 0.300 0.300 11 11 Window 1:Wood Frame:Double Pane with Low-E 33 0.290 0.300 10 10 Basement Wall 1: Masonry Block with Empty Cells Wall height: 7.0' Depth below grade: 6.5' --- --- --- --- --- --- --- Insulation depth: 6.5' Exemption: Framing cavity filled with insulation Project Title: Sheehan Residence Report date: 07/31/22 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory,re 'remen 's -• 'n_t REScheck Inspection Checklist. Ethan P. Hall-Architect +f fe / 3/.14o 2 Name-Title Signatu 1 q'.. yor" d{ ,,, Date r v ti; t% ' t ��': qk lid.Ya 4: ,� 1_V i,,, ,,z, i..z:cr.„ ,,71. , if Project Title: Sheehan Residence Report date: 07/31/22 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 documentation demonstrate j❑Does Not [PR1]i energy code compliance for the I❑Not Observable Location on plans/spec:A- �� building envelope.Thermal 4 envelope represented on } ❑Not Applicable construction documents. 103.1, Construction drawings and ; ;❑Complies Requirement will be met. 103.2, documentation demonstrate i I❑Does Not 403.7 energy code compliance for I Location on plans/spec:A- [PR3]1 lighting and mechanical systems. i❑Not Observable 4 V Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, I Heating and cooling equipment is Heating: Heating: DComplies Requirement will be met. 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ODoes Not [PR2]2 I on loads calculated per ACCA Cooling: Cooling: Location on plans/spec:A- ,8 ;Manual J or other methods Btu/hr Btu/hr :Not Observable 4 approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sheehan Residence Report date: 07/31/22 Data filename: Page 3 of10 Section Plans Verified Field.Verified # Foundation Inspection Value Value Complies? Comments/Assumptions - & Req.ID 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [F04]1 :insulation R-value.Where interior R- R- ❑ table for values. 1. Does Not ®, I insulation is used,verification DNot Observable may need to occur during I Insulation Inspection. Not ❑Not Applicable :required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall € I❑Complies Requirement will be met. [F05]1 insulation installed per 10Does Not manufacturer's instructions. 10Not Observable Location on plans/spec:A- I-1 Applicable 4 402.2.9 ;Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]1 1 insulation depth of burial or DDoes Not table for values. r8j distance from top of wall. :Not Observable ❑Not Applicable 303.2.1 A protective covering is installed IDComplies Exception: Requirement is [F011]2 to protect exposed exterior i❑Does Not not applicable. V.,) insulation and extends a minimum of 6 in. below grade. +❑Not Observable 1 ;❑Not Applicable 403.9 Snow-and ice-melting system OComplies Exception: Requirement is [F012]2 `controls installed. ;❑Does Not not applicable. V I 1❑Not Observable I I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sheehan Residence Report date: 07/31/22 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 [Not Observable [FR2]1 ❑Not Applicable 303.1.3 ,U-factors of fenestration products ;❑Complies Requirement will be met. [FR4]1 !are determined in accordance i❑Does Not with the NFRC test procedure or ❑Not Observable Location on plans/spec:A- u, ;taken from the default table. ; I: 1 I I,❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ;❑Complies Requirement will be met. [FR23]1 :installed per manufacturer's i '❑Does Not instructions. ` Location on plans/spec:A- 1 ❑Not Observable 4 ENot Applicable 402.4.3 ;Fenestration that is not site built ;❑Complies Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440 i i or has infiltration rates per NFRC:or Observable 1400 that do not exceed code f ❑Not Applicable !limits. 402.4.5 ;IC-rated recessed lighting fixtures OComplies Requirement will be met. [FR16]2 I sealed at housing/interior finish ❑Does Not and labeled to indicate 52.0 cfm Location on plans/spec:A- ;leakage at 75 Pa. ;❑Not Observable 4 1 ;❑Not Applicable 403.3.1 ;Supply and return ducts in attics ; ;❑Complies Exception: Ducts located [FR12]1 1 insulated >= R-8 where duct is iEDoes Not completely inside the >= 3 inches in diameter and >= building envelope. R-6 where < 3 inches. Supply and ;❑Not Observable return ducts in other portions of ,❑Not Applicable the building insulated >= R-6 for I 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. [FR13]1 1 boxes are sealed with I❑Does Not ® !joints/seams compliant with Location on plans/spec:A- International Mechanical Code or 1❑Not Observable 4 ;International Residential Code, as 11:1Not Applicable !applicable. ' 403.3.5 ;Building cavities are not used as ; .❑Complies Requirement will be met. [FR15]3 ;ducts or plenums. ❑Does Not G. ,❑Not Observable L4ocation on plans/spec:A- ;❑Not Applicable 403.3.7 Ducts declared to be within the ;❑Complies Requirement will be met. [FR28]3 conditioned space are either 1) ;❑Does Not 4, completely within the continuous Location on plans/spec:A- air barrier and within the building ; ;❑Not Observable 4 ;thermal envelope, 2) buried l !❑Not Applicable 'within ceiling insulation in } I ;accordance with Section R403.3.6 and the air handler is located completely within the II continuous air barrier and within ;the building thermal envelope land the duct leakage is <= 1.5 !cfm/100 square feet of I conditioned floor area served by I ;the duct system, or 3)the ceiling insulation R-value installed against and above the insulated 1 duct>=to the proposed ceiling I insulation R-value, less the R- ;value of the insulation on the I I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sheehan Residence Report date: 07/31/22 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions " & Req.ID 403.4 j HVAC piping conveying fluids R- R- OComplies Exception: Requirement is [FR17]2 I above 105°F or chilled fluids DDoes Not not applicable. e !below 55 °F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies Exception: Requirement is [FR24]1 I piping. {❑Does Not not applicable. 44 ;❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 aR-3. ❑Does Not 'e' ❑Not Observable Location on plans/spec:A- ❑Not Applicable 4 403.6 ;Automatic or gravity dampers are' !i❑Complies Requirement will be met. [FR19]2 installed on all outdoor air !❑Does Not intakes and exhausts. Location on plans/spec:A- 4 1 11:1Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sheehan Residence Report date: 07/31/22 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled '❑Complies Requirement will be met. [IN13]2 I or the installed R-values ❑Does Not provided. 9 I❑Not Observable I I❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, I mass wall with at least 1 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass DNot Observable [IN3]1 ;exterior, the exterior insulation Steel pj 1 requirement applies(FR10). ❑ ❑ Steel ❑Not Applicable i 303.2 'Wall insulation is installed per 1 ❑Complies Requirement will be met. [IN4]i I manufacturer's instructions. ❑Does Not ❑Not Observable Location on plans/spec:A- il I ❑Not Applicable 4 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sheehan Residence Report date: 07/31/22 Data filename: Page 7 of10 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, 0 Wood ❑ Wood ❑Does Not table for values. 402.2.2, D Steel 402.2.E ❑ Steel [Not Observable [FI1]1 ; ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ;❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 1 Location on plans/spec:A- ;300 ft2. 1❑Not Observable 4 ❑Not Applicable 402.2.3 ;Vented attics with air permeable ; ,❑Complies Exception: Requirement is [FI22]2 ;insulation include baffle adjacent i '❑Does Not not applicable. to soffit and eave vents that ;extends over insulation. ; ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 ;insulation >_R-value of the ❑Does Not !adjacent assembly. Location on plans/spec:A- ❑Not Observable 4 ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ['Not Observable Location on plans/spec:A- ❑Not Applicable 4 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception:All ducts and air [FI27]1 determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Total ❑Not Observable conditioned space. leakage measured with a pressure differential of 0.1 inch ❑Nat Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total !leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 DComplies Exception:All ducts and air [FI4]1 1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ❑Not Observable ;tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ;❑Complies Requirement will be met. [FI24]1 ;by manufacturer at<=2%of i❑Does Not design air flow. ❑Not Observable Location on plans/spec:A- I ❑Not Applicable 4 403.1.1 ;Programmable thermostats ,❑Complies Requirement will be met. [F19]2 ,installed for control of primary ;❑Does Not I heating and cooling systems and initially set by manufacturer to ; ❑Not Observable ;code specifications. ; ❑Not Applicable 403.1.2 !Heat pump thermostat installed ;❑Complies Exception: Requirement is [FI10]2 :on heat pumps. I ;❑Does Not not applicable. ❑Not Observable I j j❑Not Applicable 403.5.1 !Circulating service hot water ;❑Complies Exception: Requirement is [FI11]2 ;systems have automatic or ;❑Does Not not applicable. j accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sheehan Residence Report date: 07/31/22 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system i {❑Complies Requirement will be met. [FI25]z ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy Location on plans/spec:A- ;and air flow limits per Table I I❑Not Observable 4 R403.6.1. I ❑Not Applicable 403.2 I Hot water boilers supplying heat ;❑Complies Exception: Requirement is [FI26]z through one-or two-pipe heating i❑Does Not not applicable. systems have outdoor setback control to lower boiler water :❑Not Observable temperature based on outdoor i j❑Not Applicable temperature. 1 403.5.1.1 Heated water circulation systems '❑Complies Exception: Requirement is [FI28]z ;have a circulation pump.The ;❑Does Not not applicable. !system return pipe is a dedicated ;return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ;DNot Applicable syphon circulation systems are I not present. Controls for I j circulating hot water system ; • 1 :pumps start the pump with signal I I ;for hot water demand within the I , occupancy. Controls 1 'automatically turn off the pump when water is in circulation loop I ' is at set-point temperature and no demand for hot water exists. 1 403.5.1.2 ;Electric heat trace systems ;❑Complies Exception: Requirement is [FI29]2 !comply with IEEE 515.1 or UL '❑Does Not not applicable. ;515. Controls automatically ;adjust the energy input to the Observable heat tracing to maintain the '❑Not Applicable j desired water temperature in the piping. 403.5.2 I Demand recirculation water ; ❑Complies Exception: Requirement is [F130]2 :systems have controls that I ❑Does Not not applicable. I manage operation of the pump land limit the temperature of the ❑Not Observable water entering the cold water:water Applicable :piping to <= 104°F. 403.5.4 I Drain water heat recovery units 1 !❑Complies Requirement will be met. [FI31]2 'tested in accordance with CSA i :❑Does Not B55.1. Potable water-side I ; Location on plans/spec:A- pressure loss of drain water heat ! ❑Not Observable 4 recovery units<3 psi for ! ;DNot Applicable individual units connected to one ;or two showers. Potable water- :side pressure loss of drain water heat recovery units< 2 psi for 1 individual units connected to three or more showers. 404.1 ;90%or more of permanent ; '❑Complies Requirement will be met. [FI6]1 :fixtures have high efficacy lamps. ;EDoes Not ❑Not Observable Location on plans/spec:A- ❑Not Applicable 4 404.1.1 ;Fuel gas lighting systems have ;DComplies Requirement will be met. [F123]3 ;no continuous pilot light. 1EDoes Not �, , Location on plans/spec:A- ❑Not Observable I ;❑Not Applicable 4 401.3 Compliance certificate posted. ; ;DComplies Requirement will be met. [F17]z ;❑Does Not i 1 I ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sheehan Residence Report date: 07/31/22 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 j Manufacturer manuals for j❑Complies Requirement will be met. (FI18)3 :mechanical and water heating i❑Does Not ;systems have been provided. k❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sheehan Residence Report date: 07/31/22 Data filename: Page 10 of10 • 2018 IECC Energy C.11( Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 0.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.29 Door 0.30 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments WASTEWATER SYSTEM DESIGN PROPANE TANK RETAINING WALL EXISTING — NEIGHBORING RESIDENCE WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND HOLDING TANK 10' 10' 50' 50' RESOLUTION APPROVING GARY AND KI'MB ERLY GLOMB APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES iNy `Rtyl}Ly I:1) � I+a• I � I„:Y t��r £_ e€sz�e criie NNI Vt7 ti1t7VED ITS ADOPTION SECONDED BY; Mr. Timothy McNulty WHEREAS, Clary and Kimberly Glomb (Applicants) tiled an application for variances 7 from provisions, of the 3 o vti of Queensbury On -Site 0 1 d' n ,e Chapter 1 F rySGwa�,e Disposal Ordi aric. ,.6, l 36-11 which requires applicants to obtain a variance foc a holding tank, and a variance from § t 36- IIA: as the Applicants wish to install a 1,500 gallon capacity holding tank in lieu of the required 3,000 gallon capacity holding tank-, and WHEREAS, the Applicants also applied fior additional variances f ora Chapter 136 to atlo,w placement of the holding tank; 1. 5' from the front property tine in lieu of the required 10` setback; '?' 2' from the side propertyline in lieu of the required 10' setback, and 3:. ?' from the building in lieu of the required IO# set , k; On property located at Tab Rock urst Road in the Town of'Queensbury, anti. WHEREE.NS, the Town. Clerk's Office published the Notice of Publit Hearing in the Town's official new-spaper anti the Local. Board of Health duty conducted d a public hearing concerning the varianoerequests on Monday. Aprit 17", 2023, find WHEREAS, the Towrt C.1erk s Office has advised that it duty notified all property owners ,within 500 fait of the subject property, h� / PATIO TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and s ecifcations are in full compliance with the wilding Codes of New York State. LANDS N/F OF BARBER LAKE WATER SUPPLY- 80 0p, � CONCRETE RETAINING __ WAS-_ o �' o_ PATIO RETAINING WALL PATIO _ ="=O, 00 SHED — =� LANDS N/F OF SPRINGER LAKE WATER SUPPLY — WAS 1 t WA 1 LK SYS 1 LM PLAN SCALE: 1 "=10' GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES LAKE GEORGE DOCK MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A SURVEY MADE FOR KKJ ROCKHURST, LLC, " IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED JUNE 15, 2020. PREPARED BY RUSSELL E. HOWARD LICENSED LAND SURVEYING. LOCAL BOARD OF HEALTH APPROVAL RESOLUTION - BOH 27, 2023 NOW, THEREFORE, BEIT RESOLVED, that I. due to the nature of the`variances, the l o al Board of Health determines that the - ive va riances would not be rxtaterial • detrimental ital t t -a � l � et o he purposes and objectives eas of this } p rpa J .y . C r3rriaricc or other adjoining properties rich' otherwise conflictwith the purpose and S k:I � I i� objectives of any Town plan or policy; and 2. the Local Board of Health finds that the.granting mating of the variances is necessary For the rmsonable use of the land and are the mimmum. variances which would alleviate the �. spspecificunnecessaryunnecessaryss unnecessary hardship tilitid by the I.cal. Board of lleahli to all k;et the Applicants, and. BE IT' FLIRT HER, RESOLVE.D, that the Local Board of Health hemby apprrves the application of Gary and Kimberly Glomb for variances from the Sewage Disposal 0rdin-mice to allow installation of a 1,50 gallon capacity holding tank in lien of the required =3,000 gallon capacity holding tank wvith placement of the holding tank: 1, 5' from the front property line in tictr of the required 10' setback: 2, 2' from the side property, line in 1is a of the required 1 fY setback; and 3. 2' from the building in lieu of the required 10' setback;, on property located at 66 Itockhurst T oad in the Town of Queensbury aridbearing Tax Map No: 227.1 -2-4 , and 13i:1T FtJR T1 tI R, RI St i VIED, that the ToNwrn Board authorizes and directs the Town C'.lerK to frintard by 2—BEDROOM DESIGN WATER SAVING FIXTURES — REPLACE EXIST. FIXTURES AS NEEDED (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 220 GPD TOWN OF QUEENSBURY HOLDING TANK DESIGN BUILDING & CO t: L TNYSDOH SIZING — 5—DAYS DESIGN FLOW — 1,100 GALS Review By: TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED: )ate. ,� 3,000 GAL — §136-11 B.(2) INSTALL 1500 GAL PRECAST CONCRETE HOLDING TANK POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY — RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ON PANEL certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT Ft rI2`I`HER, RESOLVED, that this approval. Resolution shall not be cffc :tire until 30 bays ;:alter :such notice : to the Attrrciaek Park Agency and shall be sub lect to review by the Acrundtts;€; Ptttl s encu during such periA HOLDING TANK ALARM NOTES ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE FOLLOWING MONITORING AND CONTROL FUNCTIONS: WHEN LEVEL OF TANK REACHES 50% CAPACITY, ALARM WILL INDICATE "TANK HIGH LEVEL" WITH A YELLOW LIGHT ON ALARM PANEL. WHEN LEVEL OF TANK REACHES 957. CAPACITY, AUDIBLE ALARM WILL SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL". ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY UPON REACHING "TANK SHUTOFF LEVEL". SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM. AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY IS REQUIRED AFTER INSTALLATION. ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL. SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE. HOLDING TANK CONNECTOR PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL LEVEL BACKFILL MATERIAL BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 1 ". SITE LOCATION VARIANCE SUMMARY LOCATION MAP THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY CHAPTER 136 SEWERS AND SEWAGE DISPOSAL: • HOLDING TANK INSTALLATION — §136-11 A. INSTALL 1,500 GALLON WASTEWATER HOLDING TANK — IN LIEU OF REQUIRED 3,000 GALLON HOLDING TANK SETBACK REQUIREMENTS • HOLDING TANK INSTALLATION AREA TO FRONT PROPERTY LINE 10' REQUIRED 5' PROPOSED 5' RELIEF REQUESTED • HOLDING TANK INSTALLATION AREA TO SIDE PROPERTY LINE 10' REQUIRED 2' PROPOSED 8' RELIEF REQUESTED • HOLDING TANK INSTALLATION AREA TO HOUSE 10' REQUIRED 2' PROPOSED 8' RELIEF REQUESTED ' O N n o 3 Cr W'FV+ . c J N (D D N Cr RM1 M "a W O N O W FINISHED GRAVEL CAST IRON MANHOLE COVER EXTERIOR WEATHERPROOF JUNCTION BOX PARKING AREA, W/WATERTIGHT INSERT, QTY, 2 (IF NECESSARY). SEAL CONDUIT GAS TIGHT. 12" ITEM-4 GRAVEL PRECAST CONCRETE INSTALL CONTROL PANEL IN HOUSE NEXT TO ELECTRICAL PANEL. ALL ELECTRICAL WORK RISER TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY. 12" MIN. COVER 4" PVC sDR-26 � HOUSE SETANK NOTES WER MAXIMUM LIQUID LEVEL ALL UNITS SHALL COMPLY WITH THE MIN. SLOPE REQUIREMENTS OF THE NEW YORK STATE 1 4" PER FOOT INSTALL FLOAT SWITCHES TO 16 OPERATE ALARM PANEL 95% CAPACITY DEPARTMENT OF HEALTH AND SHALL BE OF AT INDICATED LEVELS. (1425 GAL) PRECAST CONCRETE AS MANUFACTURED BY WARNING/SHUT DOWN PALETTE STONE CORP. OR EQUIVALENT. INSTALL FLOAT SWITCHES WHERE 85% CAPACITY ALARM ON ACCESSIBLE THRU RISER (1275 GAL) ALL STRUCTURES SHALL BE PLACED ON FIRM, HIGH LEVEL _ COMPACT GRAVEL OR STONE BASE. ASE. WHERE 1 500 GAL HEAVY DU ALARM ON DUTY TRAFFIC RATED PRECAST CCNCRETE HOLDING TANK :°' EXISTING SOIL CONDITIONS ARE UNSUITABLE CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS 12 GRAVEL OR " u.. _ _.� _ SHALL BE OF EXTRA HEAVY CONSTRUCTION — 3 _ _ " DESIGNED FOR H 20 WHEEL LOADING. 314 1 112 STONE HOLDING TANK DETAIL SCALE: NTS l t ALL JOINT S MUST BE SEALED WITH BUTYL A� o I ' 4 SEALANT. JOINTS BELOW THE LIQUID LEVEL as $ MUST BE TESTED BEFORE BACKFILLING. , ld TOWN" OF 0!JEENSEURY V7 CODES FILE COPY TAX MAP # 22Z 13-2-49 Dig PSafely. New ® York EM Call Before You Dig 0 Wait The Required Time [ElConfirm Utility Response EM Respect The Marks ®Dig With pare 1 ADDED APPROVAL RESOLUTION — ISSUED FOR PERMIT 5/5/2023 8 0 0— 9 6 2— 7 9 6 2 0 ISSUED FOR VARIANCE REQUEST 312912023 www.digsafel'aewyork.com No. Revisions Date i ®� 1E WASTEWATER SYSTEM PLAN & DETAILS H prepared for: 9. Gary J. & Kimberly A. Glomb z 66 Rockhurst Road Town of Queensbury, County of Warren, State of New York cooA C' 7 O " Drawn: JRS Checked. GTH I Scale: NOTED Date: 1/26/2023 169 Haviland Road Ahl,Queensbury, ALTERATION OF THIS DOCU ENT CEPT BY A LICENSED NY 12804 292098-01 , PROFESSIONAL ENGINEER IS A VIOLATION OF WS EDUCATION LAW. (518) 745-0307 Phone Hutchins Engineering PLLC (518) 745-0308 Fax LOCATIONSITE SCALE. 1" — 2000' MAP REEEEtV CES: 1) Map Entitled: "Topographic and Boundary Map Lands Now or Formerly of Mary E. Sheehan Irrevocable Trust" Map Date: November 24, 2020 Prepared By: Darrah Land Surveying, PLLC 2) Warren County Real Property Tax Map Town of Queensbury Section 227.13 Block 2 Lot No. 42 ,321--- denotes Existing Topographic Contour CB denotes Catch Basin CONC denotes Concrete EOP denotes Edge of Pavement FF denotes Finished Floor Elevation FP denotes Fence Post INV denotes Invert IPF denotes Iron Pipe Found LP denotes Lamp Post MNF denotes Mag Nail Found N/F denotes Now or Formerly OHUL denotes Overhead Utility Lines RET denotes Retaining TF denotes Top of Frame Elevation UP denotes Utility Pole WFP denotes Wood Fence Post SITE T I I EXISTING ZONING WR WATERFRONT RESIDENTIAL PARCEL AREA 0.21 ACRES (9,225.4 SF) PROPOSED LAND USE RESIDENTIAL BUILDING AREA 1,432.2 SF BUILDING HEIGHT 24 FT WR ZONE REQUIRED STANDARDS PERMEABILITY 75 SETBACKS SHORELINE 50 FT FRONT 30 FT SIDE 20 FT SIDE 20 FT EXISTING PERMEABILITY 62.21 SETBACKS SHORELINE 28' — 11 " FRONT 17' — 1 Q" SIDE (N) 40' — 1 " SIDE (S) 89 — 5" PROPOSED PERMEABILITY 67.75 SETBACKS SHORELINE 28' —11" FRONT 12' —3" ** SIDE (N) 10' — 3" ** SIDE (S) 8' — 5" WATER SERVICE PRIVATE DRAW FROM LAKE SANITARY SERVICE ON —SITE WASTEWATER **AREA VARIANCE REQUIRED TEST PITS WERE EXCAVATED ON THE SHEEHAN PROPERTY AT 80 ROCKHURST ROAD ON APRIL 5, 2022 WITH THE FOLLOWING RESULTS OBSERVED AND LOGGED BY ENVIRONMENTAL DESIGN PARTNERSHIP TP # 1: 0 - 3" ORGANIC MATERIAL 3 - 32" LOAMY SAND - BROWN 32 - 48" FINE SILTY SAND - BROWN NO LEDGE, NO OBSERVATION OR INDICATION OF GROUNDWATER TP # 2: 0 - 6" TOPSOIL 6 - 30" LOAMY SAND - BROWN 30 - 40" FINE SILTY SAND - BROWN NO LEDGE, NO OBSERVATION OR INDICATION OF GROUNDWATER IT STABILIZATION RATE CAD 30 INCHES PER HOUR LOT 27 LANDS N/F OF L. G. LEGACY, LLC BOOK 3674 OF DEEDS AT PAGE 128 �•o CB TF=337.5 AKE CEOI�GE. l d1,1 G y®cx/ 0, G f - -_tots ES MNF \32s CONC r STEPS ROCKH 10-% A URST :. ASPHALT PAVEMENT EOP SITE VICINITY SCALE: 1" — 100' ® TOWN OF QUEENSBURY PLANNING BOARD ZONING BOARD OF APPEALS -RECORD OF RESOLUTION RESOLUTION - GRANT SITE PLAN APPROVAL TOWN OF QUEENSBURY 742 BAY ROAD QUEENSBURY, NY 12804 (518) 761-8238 SITE PLAN 2 JOE SHEEHAN TAX MAP ID: 227.13-2-42 /PROPERTY PROPERTY ADDRESS: 80 ROCKHURST ROAD / ZONING: AREA VARIANCE RESOLUTION TO: APPROVE WR APPLICANT E: JOE SHEEHAN THE APPLICANT HAS SUBMITTED AN APPLICATION THE PLANNING BOARD: APPLICANT PROPOSES A 618 FILE NUMBER: AV 27--2022 SQ. FT. GARAGE ADDITION TO AN EXISTING HOME AND A 500 SQ. FT. DECK TO REPLACE AN EXISTING LOCATION: 80 ROCKHURST RD. DECK. A PORTION OF THE NEW DECK WILL BE COVERED. UPDATES TO THE COVERED ENTRYWAY ARE TAX MAP NUMBER: 227.13-2-42 ALSO PROPOSED. THE PROJECT INCLUDES STORMWATER MANAGEMENT, SHORELINE PLANTINGS, ZBA MEETING DATE: JUNE 22, 2022 RETAINING WALL AND STEPS TO BE RECONSTRUCTED. THE NEW FOOTPRINT OF THE HOME WILL BE 147, 2,500 SQ. FT. AND A FLOOR AREA OF 3,SIT SO. FT.. PURSUANT TO CHAPTER 179-3CEA, 179-5-020, 179-6-065, 179-13-010, SITE PLAN FOR NEW FLOOR AREA IN A CEA, HARD HARD THE ZONING BOARD OF APPEALS OF THE TOWN OF QUEENSBURY HAS RECEIVED AN APPLICATION FROM SURFACING WITHIN 50 FT OF THE SHORELINE, AND EXPANSION OF NONCONFORMING STRUCTURE SHALL JOE SHEEHAN. APPLICANT PROPOSES A 618 SQ. FT. GARAGE ADDITION TO AN EXISTING HOME AND A BE SUBJECT TO PLANNING BOARD REVIEW AND APPROVAL. 500 SQ. FT. DECK TO REPLACE AN EXISTING DECK. A PORTION OF THE NEW DECK WILL BE COVERED; PURSUANT TO RELEVANT SECTIONS OF THE TOWN OF QUEENSBURY ZONING CODE -CHAPTER THE DECK IS OVER A PATIO AREA WITH ACCESS FROM THE BASEMENT. A NEW ENTRY AREA TO BE 179-9-080, THE PLANNING BOARD HAS DETERMINED THAT THIS PROPOSAL SATISFIES THE CONSTRUCTED IS ALSO COVERED. PROJECT INCLUDES STORMWATER MANAGEMENT, SHORELINE REQUIREMENTS AS STATED IN THE ZONING CODE; PLANTINGS, RETAINING WALL AND STEPS TO BE RECONSTRUCTED. THE HOME WILL HAVE A NEW FOOTPRINT OF 2,500 SQ. FT. AND FLOOR AREA OF 3,728 SQ. FT. SITE PLAN FOR NEW FLOOR AREA AS REQUIRED BY GENERAL MUNICIPAL LAW SECTION 239-M THE SITE PLAN APPLICATION NIAS IN A CEA, HARD SURFACING WITHIN 50 FT. OF THE SHORELINE, AND EXPANSION OF NONCONFORMING REFERRED TO THE WARREN COUNTY PLANNING DEPARTMENT FOR ITS RECOMMENDATION; STRUCTURE. RELIEF REQUESTED FOR SETBACKS AND FLOOR AREA. THE PLANNING BOARD MADE A RECOMMENDATION TO THE ZONING BOARD OF APPEALS ON 6/21/2022; THE APPLICANT REQUESTS RELIEF FOR SETBACKS AND FLOOR AREA. THE ZBA APPROVED THE VARIANCE ON 6/21/2022; THE PLANNING BOARD OPENED A PUBLIC HEARING ON THE SITE PLAN APPLICATION ON 6/23/2022 SECTION 179-3-040 DIMENSIONS 179-4-080-DECKS AND CONTINUED THE PUBLIC HEARING TO 6/23/2022, WHEN IT WAS CLOSED, THE DECK ADDITION IS TO BE LOCATED 28 FT. 11 INCHES FROM THE SHORELINE WHERE 50 FT. IS REQUIRED. THE DECK ADDITION IS TO BE 8 FT. 5 INCHES WHERE 20 FT. IS REQUIRED FOR THE THE PLANNING BOARD HAS REVIEWED THE APPLICATION MATERIALS SUBMITTED BY THE APPLICANT AND LOT ALL COMMENTS MADE AT THE PUBLIC HEARING AND SOUTH SIDE. THE GARAGE ADDITION IS TO BE 10 FT. 3 INCHES FROM THE NORTH SIDE WHERE 20 FT. .34C SUBMITTED IN WRITING THROUGH AND INCLUDING IS REQUIRED. THE GARAGE IS 12 FT. 3 INCHES TO THE FRONT YARD WHERE A 30 FT. SETBACK IS 6/23/2022; REQUIRED. THE FLOOR AREA RATIO RELIEF WHERE 40.41 % IS PROPOSED AND 22% IS THE MAXIMUM THE PLANNING BOARD DETERMINES THAT THE APPLICATION COMPLIES WITH THE REVIEW LANDS NIF OF ALLOWED. THE PERMEABILITY IMPROVED TO 67.75% NO VARIANCE IS REQUIRED AS IT IS AN CONSIDERATIONS AND STANDARDS SET FORTH IN ARTICLE 9 OF THE ZONING ORDINANCE FOR SITE IMPROVEMENT. MAT THEW K. L UCA S & PLAN APPROVAL, JEA'NNE D. L UCA. SEAR TYPE II - NO FURTHER REVIEW REQUIRED; - - MOTION TO APPROVE IT PAN 40- 0 0 SHEEHAN; INTRODUCED BY MICHAEL DIXON WHO MOVED BOOK 5005 OF DEEDS FOR ITS ADOPTION. A PUBLIC HEARING WAS ADVERTISED AND HELD ON WEDNESDAY, JUNE 22, 2022. AT PAGE 142 ACCORDING TO THE DRAFT RESOLUTION PREPARED BY STAFF WITH THE FOLLOWING: UPON REVIEW OF THE APPLICATION MATERIALS, INFORMATION SUPPLIED DURING THE PUBLIC HEARING, 1) WAIVERS REQUESTED GRANTED: H. SIGNAGE, N TRAFFIC, 0. COMMERCIAL ALTERATIONS/ AND UPON CONSIDERATION OF THE CRITERIA SPECIFIED IN SECTION 179-14-080(A) OF THE CONSTRUCTION DETAILS, R. CONSTRUCTION/DEMOLITION DISPOSAL S. SNOW REMOVAL AS THESE QUEENSBURY TOWN CODE AND CHAPTER 267 OF NYS TOWN LAW AND AFTER DISCUSSION AND ITEMS ARE TYPICALLY ASSOCIATED WITH COMMERCIAL PROJECT; DELIBERATION, WE FIND AS FOLLOWS: 2) THE APPROVAL IS VALID FOR ONE (1) YEAR FROM THE DATE OF APPROVAL. APPLICANT IS RESPONSIBLE FOR REQUESTING AN EXTENSION OF APPROVAL BEFORE THE ONE (1) YEAR TIME 1. THERE IS NOT AN UNDESIRABLE CHANGE IN THE CHARACTER OF THE NEIGHBORHOOD NOR A FRAME HAS EXPIRED; 3) ADHERENCE TO THE ITEMS OUTLINED IN THE FOLLOW-UP LETTER SENT WITH THIS RESOLUTION. DETRIMENT TO NEARBY PROPERTIES. MINOR TO NO IMPACTS TO THE NEIGHBORHOOD MAY BE a) THE LIMITS OF CLEARING WILL CONSTITUTE A NO -CUT BUFFER ZONE, ORANGE ANTICIPATED. NV-332.9 CONSTRUCTION FENCING SHALL BE INSTALLED AROUND THESE AREAS AND FIELD VERIFIED 2. FEASIBLE ALTERNATIVES HAVE BEEN CONSIDERED BY THE BOARD. THEY'RE LIMITED DUE TO BY COMMUNITY DEVELOPMENT STAFF; THE LOCATION OF THE EXISTING HOME AND TO DO SOME THINGS TO ACCOMMODATE SOME b) IF APPLICABLE, THE SANITARY SEWER CONNECTION PLAN MUST BE SUBMITTED TO ACCESSIBILITY ISSUES HERE. THE WASTEWATER DEPARTMENT FOR ITS REVIEW, APPROVAL, PERMITTING AND INSPECTION; 3. THE REQUESTED VARIANCE IS NOT SUBSTANTIAL AND CAN BE CONSIDERED MODERATE RELATIVE -X c) IF CURB CUTS ARE BEING ADDED OR CHANGED A DRIVEWAY PERMIT IS REQUIRED. A TO THE CODE. BUILDING PERMIT WILL NOT BE ISSUED UNTIL THE APPROVED DRIVEWAY PERMIT HAS BEEN 4, THERE IS NOT AN ADVERSE IMPACT ON THE PHYSICAL OR ENVIRONMENTAL CONDITIONS IN THE PROVIDED TO THE PLANNING OFFICE; d) IF APPLICATION WAS REFERRED TO ENGINEERING THEN ENGINEERING REQUIRED NEIGHBORHOOD OR DISTRICT. THE PROJECT MAY BE CONSIDERED TO HAVE MINIMAL IMPACT ON SIGN -OFF PRIOR TO SIGNATURE OF ZONING ADMINISTRATOR OF THE APPROVED PLANS; THE PHYSICAL OR ENVIRONMENTAL CONDITIONS OF THE DECK. e} FINAL APPROVED PLANS SHOULD HAVE DIMENSIONS AND SETBACKS NOTED ON THE SITE 5. THE ALLEGED DIFFICULTY, WHILE IT CERTAINLY IS SELF-CREATED, AS DISCUSSED THERE ARE PLAN/SURVEY, FLOOR PLANS AND ELEVATION FOR THE EXISTING ROOMS AND PROPOSED SOME SITUATIONS WHERE WE HAVE TO LOOK OUT FOR FRIENDS AND OUR NEIGHBORS. ROOMS IN THE BUILDING AND SITE IMPROVEMENTS;- 6. IN ADDITION, THE BOARD FINDS THAT THE BENEFIT TO THE APPLICANT FROM GRANTING THE f) IF REQUIRED, THE APPLICANT MUST SUBMIT A COPY OF THE FOLLOWING TO THE TOWN: REQUESTED VARIANCE WOULD OUTWEIGH (APPROVAL) THE RESULTING DETRIMENT TO THE a. THE PROJECT NOI (NOTICE OF INTENT) FOR COVERAGE UNDER THE CURRENT "NYSDEC HEALTH, SAFETY AND WELFARE OF THE NEIGHBORHOOD OR COMMUNITY; SPDES GENERAL PERMIT FROM CONSTRUCTION ACTIVITY' PRIOR TO THE START OF ANY SITE 7. THE BOARD ALSO FINDS THAT THE VARIANCE REQUEST UNDER CONSIDERATION IS THE MINIMUM WORK. NECESSARY; b. THE PROJECT NOT (NOTICE OF TERMINATION) UPON COMPLETION OF THE PROJECT; 8. THE BOARD ALSO PROPOSES THE FOLLOWING CONDITIONS: c. THE APPLICANT MUST MAINTAIN ON THEIR PROJECT SITE, FOR REVIEW BY STAFF: 1. THE APPROVED FINAL PLANS THAT HAVE BEEN STAMPED BY THE TOWN ZONING a ADHERENCE TO THE ITEMS OUTLINED IN THE FOLLOW-UP LETTER SENT WITH THIS ) ADMINISTRATOR. THESE PLANS MUST INCLUDE THE PROJECT SWPPP (STORM WATER RESOLUTION. POLLUTION PREVENTION PLAN) WHEN SUCH A PLAN WAS PREPARED AND APPROVED; iI. THE PROJECT NOI AND PROOF OF COVERAGE UNDER THE CURRENT NYSDEC SPDES BASED ON THE ABOVE FINDINGS, I MAKE A MOTION TO APPROVE AREA VARIANCE NO. 27-2022, GENERAL PERMIT, OR AN INDIVIDUAL SPDES PERMIT ISSUED FOR THE PROJECT IF INTRODUCED BY BRENT MCDEVTTT, WHO MOVED FOR ITS ADOPTION, SECONDED BY JAMES UNDERWOOD: REQUIRED. g) FINAL APPROVED PLANS, IN COMPLIANCE WITH THE SITE PLAN, MUST BE SUBMITTED TO THE DULY ADOPTED THIS 22 COMMUNITY DEVELOPMENT DEPARTMENT BEFORE ANY FURTHER REVIEW BY THE ZONING ADMINISTRATOR OR BUILDING AND CODES PERSONNEL; ND DAY OF JUNE 2022 BY THE FOLLOWING VOTE: —X— h) THE APPLICANT MUST MEET WITH STAFF AFTER APPROVAL AND PRIOR TO ISSUANCE OF BUILDING PERMIT AND/OR THE BEGINNING OF ANY SITE WORK; AYES: MR. HENKEL, MRS. HAMLIN, MR. KUHL, MR. MCDEVITT, MR. UNDERWOOD, MR. URRICO, MR. i) SUBSEQUENT ISSUANCE OF FURTHER PERMITS, INCLUDING BUILDING PERMITS IS DEPENDENT )N MCCABE COMPLIANCE WITH THIS AND ALL OTHER CONDITIONS OF THIS RESOLUTION; ASPHALT PAVEMENT OHUL j) AS -BUILT PLANS TO CERTIFY THAT THE SITE PLAN IS DEVELOPED ACCORDING TO THE NOES: NONE APPROVED PLANS TO BE PROVIDED PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCI. k) THIS RESOLUTION IS TO BE PLACED IN ITS ENTIRETY ON THE FINAL PLANS 1) AREA IDENTIFIED AS PAVED DRIVE WILL BE REPLACED WITH PERMEABLE PAVERS. m) MAINTENANCE PLAN FOR THE PERMEABLE PAVERS TO BE SUBMITTED TO THE TOWN PRIOR TC SITE WORK. - - - - HE EXISTING PATIO WILL INCLUDE A STORMWATER DEVICE WITH GUTTERING FROM THE EXISTVG HOUSE DIRECTED TO THIS DEVICE (PATIO AREA FACING THE SHORE). MOTION SECONDED BY BRAD MAGOWAN. DULY ADOPTED THIS 23rd DAY OF JUNE 2022 BY -HE FOLLOWING VOTE: — - - AYES: MR. DIXON, MR. LONGACKER, MR. MAGOWAN, MR, LASARSO, MR. DEEB, MR. TRAVER NOES: NONE APPLICANT NAME AND ADDRESS; OE SHEEHAN 11011 QUEENS BLVD. APT 26L FOREST HILLS, NY 11375 227.13-2-42 RC-0539-2022 Sheehan.Joe 80 Rockhurst Dr Res Alt 1895 s.f., 2-car gar. 958 s.f. IN It 04 N N 0 r � N L.L Uj N 0 < L.L. U CL �n U) Z CQ �G Z Uj F- W W > 0 LU I..L W z �- _ L Q m W W [° W � W W W W� �, W � LL O 1 0 nW 0 LL Q = W Z Z LL. cl) O 000 DRAWN BY CVD CHECK BY - - CK EDP PROJECT NUMBER - — — ---------- - --- 13233 E ALTERARON OF THESE DOCUMENTS IN ANY WAY, UNLESS )ONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE ROFESSYONAL. (7.E) ENGINEER FOR AN ENGINEER, ANDSCAPE ARCMTECT FOR A LANDSCAPE ARCHITECT OR URVEYOR FOR A SURVEYOR, IS A WOLA7701V aF THE NEW ORK STATE EDUCA7701V LAW AND/OR REGULA77ONS AND 1S A CLASS 'A' MISDEMEANOR. REVISION PATE E3Y NOT FOR CONSTRUCTION HEET TITLE: EXISTING CONDITONS I S H E I:._T. 1 of 3 SITE REVEL OPA4EN T NOTES. - SITE LIGHTING WILL BE TYPICAL RESIDENTIAL LIGHTING WITH BUILDING MOUNTED FIXTURES, A FLOOD LIGHT FOR THE DRIVEWAY AREA, AND A POST LIGHT FOR WALKWAY AREAS. - SUPPLEMENTAL PLANTINGS AROUND THE RESIDENCE WILL BE TYPICAL OF A RESIDENTIAL LANDSCAPE PLAN AND WILL BE DETERMINED BY THE OWNER AND LANDSCAPE CONTRACTOR FOLLOWING CONSTRUCTION OF THE HOME SHQRELINE � IEEER NOTE. DISTURBANCE TO THE EXISTING SHORELINE BUFFER AREA (35' SETBACK) WILL ONLY BE FOR INSTALLATION OF THE ADDITIONAL SHORELINE BUFFER PLANTINGS. EXISTING OVERGROWN VEGETATION WILL BE REMOVED OR MANAGED TO CREATE A LOWER MAINTENANCE VEGETATED BUFFER. AS AN EXISTING BUFFER IT IS NOT IN COMPLIANCE WITH SECTION 179-06-050B AS SUGGESTED BY 179-8-040B(2). TO SUPPLEMENT THE SHORELINE BUFFER AND COMPLY WITH TOWN CODE ADDITIONAL PLANTINGS ARE PROPOSED HEREIN. THE OWNER RESERVES THE RIGHT TO SUPPLEMENT/ REPLACE THE EXISTING VEGETATION IN COMPLIANCE WITH THE APPROVED PLANT LIST. SHORELINE BCII�FER RECJUIREII�IEN TS: LARGE TREE (MIN. 3" DIA AT BREAST HEIGHT): - (1) PER EVERY 700 SF EXISTING SHORELINE WIDTH = 107' - SHORELINE AREA= 107' X 35' = 3,745 SF - LARGE TREES REQUIRED= 3,745 SF/700 SF = 6 TOTAL -. LARGE TREES PROPOSED WITHIN BUFFER = 2 + 4 EXISTING (6 TOTAL) GROUND COVER (24" SHRUBS & HERBACEOUS PLANTS): - (7) 24" NATIVE SHRUBS PER 350 SF & 14 HERBACEOUS PLANTS PER 350 SF - EXISTING SHORELINE WIDTH = 107' - SHORELINE AREA= 107' X 35' = 3,745 SF - NATIVE SHRUBS REQUIRED= 3,745 SF/350 SF = 11 X 7 = 77 SHRUBS - NATIVE SHRUBS PROPOSED = 32 SHRUBS - HERBACEOUS PLANTS REQUIRED = 3,745 SF/ 350 SF = 11 X 14 = 154 PLANTS - HERBACEOUS PLANTS PROPOSED = 52 PLANTS PLAtiTING bQTES 1. PLANTING CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT PLANTED, MULCHED, PAVED, ETC. SHALL BE TOPSOILED AND SODDED OR SEEDED. TOPSOIL TO BE 4" MINIMUM AND SEED MIXTURES TO INCLUDE THE FOLLOWING: 2.1. KENTUCKY BLUEGRASS — 75 POUNDS PER ACRE 2.2. CREEPING RED FESCUE — 60 POUNDS PER ACRE 2.3. PERENNIAL RYEGRASS — 30 POUNDS PER ACRE J. ALL PLANTING BEDS TO RECEIVE 3" MINIMUM DARK "NATURAL" BARK MULCH AS APPROVED BY OWNER. 4. SITE LANDSCAPING TO BE MAINTAINED BY OWNER IN PERPETUITY AND DEAD OR DYING PLANTS SHALL BE REPLACED AS EQUAL. 5. TOP SOIL TO BE STOCKPILED DURING CONSTRUCTION AND REUSED DURING PLANTING AND SITE RESTORATION. 6. ADDITIONAL TOP SOIL AND OR COMPOST TO BE IMPORTED w FOR ALL PLANTING AREAS AND INCORPORATED INTO SUBSOIL o DURING FINE GRADING ACTIVITIES IF STOCKPILED MATERIAL = QUANTITY IS DEEMED INSUFFICIENT OR QUALITY UNSUITABLE. w Z 7. ALL PLANT LOCATIONS SHOWN ARE DIAGRAMMATIC. FINAL PLANT SPECIES, SIZES, AND QUANTITIES SHOWN ARE a SUGGESTIONS TO BE APPROVED BY OWNER. FINAL PLANTING LAYOUT TO BE APPROVED BY OWNER BEFORE INSTALLATION. 8. TREE AND SHRUB PLANTING PITS TO BE 2-3X DIAMETER OF ROOT BALL. LAKE WATER SUPPLY 9. REFER TO "NATIVE PLANTS FOR SHORELINE BUFFERS: HOMEOWNERS GUIDE TO LAKE —FRIENDLY LIVING FACT SHEET SERIES" FOR LIST OF SUGGESTED SPECIES. SILT FENCE, TYP. EMERGENCY OVERFLOW SPILLWAY ELEV = f330.95 C SMA#1 SHALLOW VEGETATED DEPRESSION GRASS SWALE TO DIRECT RUNOFF TO SMA#1 r. TEMPORARY SEDIMENT TRAP, REFER TO DETAIL UNDSCAPE PLANTER B'( OTHERS CEDAR . • • m 0 INSTALL PERFORATED PVC SDRO-35 PIPE IN STONE RESERVOIR TO DISTRIBUTE ROOF DRAINAGE INTO STONE ME DECIDUOUS r H !& 11 - A TW-330.60 =32 0 i PVC SDR-35• • DAYLIGHTTO -� DAY 1 / i-. �. - • SNOREL/N£ S=�ACK V Id EX. HOUSE I a FF = ±338.90 a _ WOOD FRAME HOUSE Q 30' FRONT YARD SETBACK 0 N AKE WATER SUPPLY COVERED PORCH' n ®. PERMEABLE ............. PAVER�FACILI~' DRIVEWAY CONCRETE WASHOUT PERMEABLE PAVERSr-qv0CKHUR.S__T R0A4r__1' ka� /�• uatsf:lia3i�lri[cSr7�SiR�1 CB TF= 337.5 CODE {STY COMMON BOTANICAL SIZE ROOT SPACING NOTE TO 2 AMERICAN ARBORVITAE THUJA OOOIDENTALIS i 4-6' HT I B&B AS SHOWN IV 21 RED SPRITE WINT RBERRY ILEA VERTIOILLATA 'RED SPRITE' #3 CONT. AS SHOWN 3 MALES CA 11 HUMMINGBIRD SUMMERSWEET OLETHRA ALNNEOLIA 'HUMMINGBIRD' #3 CONT. AS SHOWN EP 10 PURPLE CONEFLOWER ECHINACEA PURPUREA #1 CONT. AS SHOWN MD 19 SCARLET RED BEEBALM MONARDA DIDYMA #1 CONT. AS SHOWN HE 10 ASSORTED DAYLILIES HEPEROCALLIS SP. #1 CONT. AS SHOWN IR 13 BLUE FLAG IRIS IRIS VERSICOLOR QT. CONT. AS SHOWN NOT TO SCALE EXISTING TREE TO REMAIN, TYP. ca �NTINGBUFFER DECIDUOUS 5" DOUBLE ll '•♦ GUTTERS ON COVERED R ♦' R OF TWffi 324"00 RECONSTRUCT EXISTING RETAINING WALL IN DISREPAIR NEW DECK, REPLAE;ED EXISTING FOOTPRINT OF WOOD DECK EXISTING PATIO AREA UNDER DECK TO BE REPLACED WITH NEW CONCRETE OR PAVER PATIO (MATCHING EXISTING SIZE AND DIMENSIONS) PATIO TO BE INSTALLED OVER 12`° THICK CLEAN STONE RESERVOIR (SEE DETAIL) 4" INV=332.9 DOWNSPOUT WITH LEAF GUARD AND Ix AIRPAT(AP. CONNECT TO 4" PIPE UNDER } r---x x r. i SILT FENCE, TYP. X L_ x . �...._ x ._ UTILIZE EXISTING STONE DRIVE AS CONSTRUCTION ENTRANCE OHUL REGULATORY AUTHORITY: TOWN OF QUEENSBURY PROPOSED MANAGEMENT DEVICES: THE FOLLOWING BREAK -DOWN PROVIDES INDIVIDUAL DRAINAGE AREAS FROM THE ASSOCIATED IMPERVIOUS SURFACES AND THE PROPOSED MANAGEMENT DEVICES. AND INCLUDES 1.5 GAL/SF OF NEW IMPERVIOUS AREA TO BE CAPTURED BY SMA DEVICES. SHALLOW GRASS DEPRESSION (SMA#1) CONTRIBUTING IMPERVIOUS AREA = 950 SF + 80 SF (NEW GARAGE & DECKING) VOLUME OF STCRMWATER RUNOFF = 1,030 SF x 1.5 GAL/SF = 1,545 GAL. = 207 OF DEPRESSION AREA = 246 SF DEPRESSION DEPTH = 1.0 FT VOLUME PROVIDED = 246 SF X 1.0 FT = 246 CF STONE INFILTRATION TRENCH (SMA,2) CONTRIBUTING IMPERVIOUS AREA = 65 SF (COVERED ENTRY) VOLUME OF STORMWATER RUNOFF = 65 SF x 1.5 GAL/SF = 97.5 GAL. = 13 CF TRENCH AREA = 25 SF DEPRESSION DEPTH = 2 FT VOLUME PROVIDED = 25 SF X 2 FT X 40% = 20 CF TYPCIAL MAINTENANCE SCHEDULE: ACTIVITY SCHEDULE I ENSURE THAT PAVER AREA IS CLEAN OF MONTHLY ®®I DEBRIS ENSURE THAT AREA DEWATERS BETWEEN MONTHLY AND AFTER STORMS STORMS >0.5" ENSURE THAT THE AREA IS CLEAN OF MONTHLY SEDIMENTS MOW UPLAND AND ADJACENT AREAS, AND SEED AS NEEDED BARE ARES VACUUM SWEEP FREQUENTLY TO KEEP SURFACE TYPICALLY 3 TO 4 TIMES A YEAR FREE OF SEDIMENTS INSPECT THE SURFACE FOR DETERiORAT ON OR ANNUAL SPALLING INSTALLATION GUIDELINES • POROUS PAVERS AND ASSOCIATED SUBBASE SHOULD BE INST TOWARD THE END ON THE CONSTRUCTION PERIOD. UPSTEAM CONSTRUCTION SHOULD BE COMPLETED AND STABILIZED PRIOR TO CONNECTION TO POROUS PAVERS. • POROUS PAVER AREAS SHOULD BE CLEARLY MARKED PRIOR TO CONSTRUCTION TO AVOID ANY SOIL DISTURBANCE AND COMPACTION DURING • SUBSURFACE AREA SHOULD BE EXCAVATED TO PROPER DEPTH. EXISTING SUBGRADE SHALL NOT BE COMPACTED OR SUBJECTED TO EXCESSIVE CONSTRUCTION EQUIPMENT•' I ♦ PLACEMENT OF GEOTEXTILE• • IF THE AREA COMPACTED DUE TO DISTURBANCE R CONSTRUCTION EQUIPMENT••► DURING EARLIER STAGES OF • ` • SUBSURFACE DECOMPACTED ANDRESTORED BY TILLING THE SOILTO A DEPTH O BELOW12 INCHES THE BOTTOM OF a CAT -MOUNTED • • R DISC, -•R • PLACE GEOTEXTILEAND STONE BED IMMEDIATELY UPONAPPROVAL RPREPARATION. EXTEND• FABRIC SHALL AND BE SECURED AT LEAST 4 FEET OUTSIDE SOILSOF BED. THIS EDGE STRIP SHALL REMAIN IN PLACE UNTIL ALL BARE ♦ • TO THE BEDSR AND VEGETATED. CONCRETE PAVER BY TECHO JOINT FILL: BLOCK "PERMEA" OR EQUAL ]ED STONE Y4" INSTALL AND SPACE IN ACCORDANCE WITH MANUFACTURES SPECIFICATION BEDDING LAYER: Y4" WASHED STONE (2" THICK) NON WOVEN GEOTEXTILE FABRIC FOUNDATION: 3/4" WASHED STONE (6" MIN) ®0 0 :IIII=1 I I=1I I1=1I 1=1 I1=1 11=1I 11=1I I=1I I1=1I I I RESERVOIR: —"11-IIII-IIII-1111 illl-11 IIII-II =I 2-3" WASHED STONE (6" MIN) —IIII = WOVEN GEOTEXTILE FABRIC CONNECT STONE TRENCH III= TO STONE UNDER PERMEABLE UNCOMPACTED SUBGRADE PAVERS �Wff�B NOT TO SCALE In 0 0 CV It N N 1 N CO T1' N n/ L.L uj � N _ U O ® Q C P� VJ Z CQC G Z Lu < Lu 5 G Lli _ > cl) N® Lu Q ry nn O W Z D �- z (f) U m W C = i W Lu LLI 00 W (/ L LJ F_ <C)O � L� 0 vi Wu®I O S LLI Q z - z co O Uo0 ® —) 0 DRAWN BY CVD CHECK FY CK EDP PROJECT NUMBER 13233 E ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS )ONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE ROFESSIONAL, (LE.) ENGINEER FOR AN ENGINEER, NDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR URVEYOR FOR A SURVEYOR, IS A WOLATTON OF THE NEW ORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. REVISION I DATE ESY m N OEM r> �r r 0 cu cu ( r cTj tv 3 17 t7D . z a z w CL L9 ( I i } r w SCALE: ) 1 " = 10' 0 a 1 In 0 s NOT FOR a CONSTRUCTION s SHEET TITLE: I co s !a 0 SITE PLAN U C3 SHEET: r Z) m 0 z w w 2 o f 3 z w 3 0 rx 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 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 • INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES • STORM SEWER, CURBS AND GUTTERS • STABILIZED CONSTRUCTION EXIT POINTS • STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) 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) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. F) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT INSPECTION AND MAINTENANCE REPORTS. I) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. DOCUMENTATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. J) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. 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. ITA!LL 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 A LABLE 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 "BILLING" 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. ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). 8. EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES: AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL U-SHAPED STABLES, 2 STAPLES PER SQUARE YARD, OR AS PER MANUFACTERER'S INSTRUCTIONS. 9. STREAM REACHES ON -SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY. 10. 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. 11. KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY TEMPORARY/PERMANENT GRAVEL AREAS OFF FUTURE SEPTIC AREAS. SEQUENCE OF CONSTRUCTION ACTIVITIES: 1. CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. 2. INSTALL 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). TOP OF BASIN ELEVATION PER 3' WIDTH OR AS SHOWN ON PLANS GRADING PLAN E FINE ILLING NY DOTOITEMNE F620.02 (� ELEVATION SPILLWAY PER OTEX77LE 5-C) C GRADING PLANS.TER 1 ABRIC_c) C) C)c) SHED CRUSHED CD W DNE OR WASHED �• / CAW W Wccr A VEL /4" - 1Y2" W W W W 0 W W C) e 'E WRAP WITH -WOVEN GEOTEXTILE CH AS ZAF( 18ON OR EQUAL FILTER FABRIC GEOTEX 701 OR APPROVED EQUAL UNDISTURBED SUBGRADE NOT TO SCALE SILT FENCE GENERAL NOTES: 1. SILT FENCE SHALL BE PLACED AS CLOSE TO THE DISTURBED AREA AS POSSIBLE, BUT AT LEAST 10 FEET FROM THE TOE OF A SLOPE STEEPER THAT 3H:1V; TO ALLOW FOR MAINTENANCE AND ROLL DOWN. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. 2. THE TYPE OF SILT FENCE SPECIFIED FOR EACH LOCATION ON THE PLAN SHALL NO EXCEED THE MAXIMUM SLOPE LENGTH AND MAXIMUM FENCE LENGTH SHOWN IN THE FOLLOWING TABLE. SLOPE LENGTH/FENCE LENGTH (FT) SLOPE STEEPNESS STANDARD REINFORCED SUPER <2% <0:1 300 / 1500 N/A N/A 2-10% 50:1 TO 10:1 125 j 1000 250 / 2000 300 / 2500 10-20% 10:1 TO 5:1 100/ 750 150 j 1000 200 / 1000 20-33% 5:1 TO 3:1 60 / 500 80 / 750 100 / 1000 33-50% 3:1 TO 2:1 40 % 250 70 / 350 100 / 500 >50% >2:1 20 / 125 30 / 175 50/ 250 STANDARD SILT FENCE (SF): IS FABRIC ROLLS STAPLED TO 1.25"X1.25" WOODEN STAKED DRIVEN 16 INCHES INTO GROUND REINFORCED SILT FENCE (RSF): IS FABRIC PLACED AGAINST MIN. 6"X6" 14 GAUGE WELDED WIRE FABRIC AND ANCHORED STEEL "T" OR "U" POSTS (1 lb per If) DRIVEN AT LEAST 16" INTO GROUND SUPER SILT FENCE IS FABRIC PLACED AGAINST CHAIN LINK FENCE AS SUPPORT BACKING WITH STANDARD CHAIN LINK FENCE POSTS DRIVEN AT LEAST 36" INTO GROUND. 3. SIL FENCE FABRIC SHALL BE GEOTEX 2130 OR EQUAL. 4. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING. 5. THE BOTTOM EDGE OF S:LT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM f F SIDE THE E FABRIC. RI B C 6. SHALL MEASURES IN Y E LL BE INSPECTED EVER SEVEN 7 CALENDAR DAYS AFTER EACH RAINFALL OF R 5' 0 MORE WITHIN A 12 HOUR PERIOD, E IOD OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 7. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT OR BULGES DEVELOP IN THE SILT FENCE. 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 WIFE TIES OR STAPLES 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES HARDWOOD POST, STEEL "T" OR "U" SECTION POSTS SPACES EVERY 24" AT TOP AND MID SECTION. OR CHAIN LINK FENCE POSTS 3. WHEN TWO SECTIONS CF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, FOLDED AND STAPLED. 4. MAINTENANCE SHALL BE fERFFORMED AS NEEDED AND MATERIAL REMOVED WHEN WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) "BULGES" DEVELOP IN THE SILT FENCE. SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) SILT FENCE I-•--- 5' MIN (10' PREFERRED) ---i-I SEDIMENT CONTAINMENT ARE 5' MIN (10' PREFER D) V) o_ N a o 0 0 POST'\ �\ TOE OF ci \�\\\\\ _Z SLOPE UNDISTURBED UNDISTURBED o GROUND /\ \\ \ 0 N GROUND SEDIMENT F`Ow SLOPE ONTAINMENT o ` WOVEN WIRE MESH OR \ .�\\ \\ AREA 4 CHAIN LINK FENCE '�//�' Q REINFORCEMENT (IF RETAIN EXISTING % :2 NECESSARY) VEGETATION, IF \ 10 POSSIBLE EXCAVATE TRENCH, BURY SILT FENCE FABRIC AND BACKFI LL/COM PACT EXCAVATED EARTH 4- SILT FENCE NOT TO SCALE 10 FT. MIN LATH AND FLAGGING SAND BAG ON THREE SIDES W A W A' ° 10 MIL SAND BAG PLASTIC O DEFRESSED a LINING AREA -, _--1 W � = I 10 MIL PLASTIC LINING _I ° O O O O O LATH AND FLAGGING SECTION (A -A') ON THREE SIDES CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM FEET (50') FROM SENSITIVE AREAS. DRAINS OR DIRECTLY ONTO GROUND 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND 3. PLACE A SECURE NON COLLAPSING, NON -WATER COLLECTING COVER MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT AND CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. ACCUMULATION AND OVERFLOW. (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE STRUCTURE TO A FUNCTIONAL STATE. SHEETING AND SHOULD BE' FREE OF HOLES, TEARS, OR OTHER DEFECTS 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITIES MUST BE NEW POLY SHEETING AFTER EACH CLEANING). CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. EXISTING GROUND STORAGE LIMIT FOR STORAGE EXCAVATE Al j IR BOTTOM OF GRASSED DEPRESSION SHALL REMAIN UNCOMPACTED IN ORDER TO PROMOTE INFILTRATION. DEPRESSION TO BE PLANTED OR SEEDED WITH APPROPRIATE GROUNDCOVER VEGETATION, BY OWNER PONDING DEPTH VARIES, SEE PLAN MAINTAIN 2' MIN. VERTICAL SEPARATION TO GROUNDWATER OR IMPERVIOUS LAYER. SHALLOW VEGETATED DEPRESSION 4' MIN TOP WIDTH COMPACTED g L EMBANKMENT MIN�FALL- FILTERI�®"IAPRON LENGTH (5' MIN} CLOTH (EMBEDDED W MIN 4' AT UPSTREAM END) LENGTH OF WEIR (B) MAX SLOPE 2:1 MAX DEPTH OF FLOW T- WEIR CREST TO BE ®VVEIR CREST JA BELOW EXISTING GROUND AT CENTERLINE STONE THICKNES=1' OF EMBANKMENT STONE SIZE TO BE 4" TO 8" FILTER CLOTH CHANNEL SIDE FORMED BY COMPACTED EMBANKMENT OR EXCAVATED INTO EXISTING GROUND -END STONE LINED OUTLET AS PER TABLE ST-M (CHANNEL MAY BE CURVED TO FIT EXISTING TOPOGRAPHY) 1. THE AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT, THE POOL AREA SHALL BE CLEARED 2. THE FILL MAT ERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER -SIZ ED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED. MAXIMUM HEIGHT OF EMBANKMENT SHALL BE 5 FEET, MEASURED AT CENTERLINE OF EMBANKMENT. 3. ALL FILL SLOPES SHALL BE 2:1 OR FLATTER, CUT SLOPES 1:1 OR FLATTER 4. EXCAVATION OF THE TOP OF ANY DIKE DIRECTING WATER INTO TRAP MUST EQUAL OR EXCEED THE HEIGHT OF THE EMBANKMENT 5. STORAGE AREA PROVIDED SHALL BE FIGURED BY COMPUTING THE VOLUME AVAILABLE BEHIND THE OUTLET CHANNEL UP TO AN ELEVATION OF ONE (1) FOOT BELOW THE LEVEL WEIR CREST 6. FILTER CLOTH SHALL BE PLACED OVER THE BOTTOM AND SIDES OF THE OUTLET CHANNEL PRIOR TO TO PLACEMENT IN STONE. SECTIONS OF FABRIC MUST OVERLAP AT LEAST 1 FOOT WITH SECTION NEAREST THE ENTRANCE PLACED ON TOP. FABRIC SHALL BE EMBEDDED AT LEAST 6 INCHES INTO EXISTING GROUND AT ENTRANCE OUTLET CHANNELS 7. STONE USED UN THE OUTLET CHANNEL SHALL BE 4 TO 8 INCH RIP -RAP. TO PROVIDE A FILTERING EFFECT, A LAYER OF FILTER CLOTH SHALL BE EMBEDDED 1-FOOT WITH SECTION NEAREST ENTRANCE PLACED ON TOP, FABRIC SHALL BE EMBEDDED AT LEAST 6 INCHES INTO EXISTING GROUND AT ENTRANCE OUTLET CHANNEL. B. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH AN MANNER IT WILL NOT ERODE. 9. THE STRUCTURE SHALL BE REPAIRED AFTER EACH RAIN AND AS NEEDED 10. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER EROSION AND WATER POLLUTION ARE MINIMIZED 11. THE STRUCTURE SHALL BE REMOVED AND THE AREA STABILIZED WHEN DRAINAGE AREA HAS BEEN PROPERLY STABILIZED 12. DRAINAGE FOR THIS AREA IS LIMITED TO 15 ACRES OR LESS TWICE DIA.OF ROOT BALL • i. CUT AND REMOVE BURLAP FROM TOP OF ROOT BALL SAUCER SHAPED UP FROM FINISHED GRADE TOPSOIL MIXTURE \> X DOWNSPOUT - INSTALL DOWNSPOU T DEBRIS FILTER FOR DOWNSPOUTS CONNECTING TO STONE RESERVOIR UNDER PATIO DOWNSPOUT DOWNSPOUT ADAPTER (DOWNSPOUT TO PVC 4" SDR-35) - 4" PVC SDR-35 CAP (FLUSH WITH GRADE) 4" PVC SDR-35 •: r OVERFLOW WEIR (SEE PLAN & DETAIL) U L0 K7 a i .. `•4- V)) 4" PVC SDR-35 a 4" PVC SDR-35 WYE --J 4" PVC SDR-35 90• BEND Q 4 0 TREE WRAPPING FASTENED NEAR TOP AND BOTTOM. RUBBER GARDEN HOSE. 12 GA. GALVINIZED WIRE. CEDAR POST. TREE SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. SAUCER SHAPED UP FROM FINISHED GRADE. TWICE DIA. OF BALL DECIDUOUS PLANTING LO 0 N N N It N N O N C N � w N= L.L Q LLV �< ^ UL) z Q ccG I� zW W 5 W co O Lu o Q L.L z W z l< Z (n < v 0 m v J w L.L. 0 = 2 z W WU) W cow W F- Q 0 LL OLu= 0 w O O= W Qzz 0 U 0I-U O O 0.� DRAWN BY CVD CHECK BY -_--_--_--_- CK._- EDP PROJECT NUMBER 13233 £ ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS ONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE ROFESSIUNAL (I.E.) ENGINEER FOR AN ENGINEER, NDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR URVEYOR FOR A SURVEYOR, IS A V70LA77ON OF THE NEW ORK STATE EDUCA77ON LAW AND/OR REGULATIONS AND IS A CLASS *A" MISDEMEANOR. REVISION DATE BY (SCALE: N.T.S. NOT FOR CONSTRUCTION SHEET TITLE: SITE DETAILS SHEET: 3 of 3 a ivI d- r. CD cU (U a1 03 cJ 3 z w w z w a. I ID 0 0 w w 0 0 IJq a .B 41 A 0 I LO 0 0 0 a, s N I 00 0 ¢ z y 0 c, a s r z w w C3 0 Z w NOT TO SCALE M U L U f6 GENERAL NOTES 0- INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM 2 A SURVEY DRAWING PREPARED BY DARRAH LAND SURVEYING LO LEGEND LP N CD - - - - - - PROPERTY LINE PROPERTY LINE SETBACKS 1 AS-BUILT CONDITIONS 5 JAN 2024 3 ----------330---------- EXISTING CONTOURS No. DESCRIPTION DATE C M 330 NEW CONTOURS REVISIONS E E E E OVERHEAD ELECTRIC SERVICE C U E/P EDGE OF PAVEMENT W N 0 L.L CDa U Q M Z) N U } SITE DATA z � Q U DLU � z PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL) MINIMUM LOT SIZE. 2 ACRESUj — z MINIMUM LOT WIDTH: 150 FEET 2 z U e U aJ � U TAX MAP NUMBER: 227.13-2-42 Q � zo z (U SETBACKS REQUIRED EXISTING J a � o c FRONT 30'-0" 17'-10" J o � � o C SHORELINE 50'-0" 28'-11" Q c SIDE (SOUTH) 20'-0" 8'-5" _ 0 00 E; i SIDE (NORTH) 40'-1" _ - cc ::5M REAR 30'-0" NA Y v = � � � �2C o L11n r MAXIMUM BUILDING HEIGHT 28 -0 24 -0 t (n 0 L MINIMUM PERCENT PERMEABLE 75% 62.21% z � c z r r °� > m co� Q z 31.87% � � Q 6 �L � `� ~ w MAXIMUM FLOOR AREA RATIO 22% V x ¢ Q ACTUAL LOT SIZE: 9,225.38 SF (0.21 ACRES) DI ° c U ACTUAL FRONTAGE: 90.34 FEET � LU `� 0 >o L� w EXISTING SITE COVERAGE CONDITIONS COMPONENT AREA PERCENTAGE WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE TOTAL SITE 9,225.38 SF 100.0% WITH MANUFACTURER'S BUILDINGS 1,432.21 SF 15.52% RECOMMENDATIONS, TRADE PAVING & WALKS 2,054.20 SF 22.27% ASSOCIATION PUBLISHED GREEN SPACE 5,738.97 SF 62.21% RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY EXISTING FLOOR AREA RATIO PRACTICES. LOT27 Loads Now or Formerly of COMPONENT / L. G. Legacy, LLC Wood Frame Residence BASEMENT SPACE 875 SF Catch Basin Book 3674 Page 128 MAIN FLOOR 978 SF Rim 337.5' / 227.13-2-41 COVERED PATIO 403 SF ATTIC STORAGE 684 SF � , TOTAL 2,940 SF SHADED AREA INDICATES F.A.R. 31.87% x �58 0 EXISTING BUILDABLE AREA Utility Pole OF EXISTING LOT BASED - ON ZONING SETBACKS mx 3376 — — `� Wood Fence Post 00 'Fence ° S 79' QO'0p„ � 337 D Post x 328 8 C� , _ MAG Nail Found — �� 48"i Pin �� i � Stockad� nce 1'_ -��__ x 325�5 Retaining Wall RemOins Steps PROJECT LOCATION ❑ r--� �i 3314 x 3306 i i i i� Poste �� i 48" Pine x 324�3 _---- i i 1 W m � � � � i�-x i � � � � � i � _ � � � Iron Pipes Found Pavement t i i i Concrete i > i �` f. f03 00 � �1_7 � � j " ` T ��Uff ,, ,.r' W x 3 3 8�1 d i N i R Y�LION m Concrete / m Step y° i ,' ,' i 'itRD 61"1 Q 1i lard led) a Q m 7, m �' r i ' ; Area i= 0./21 t iAcres 60 �� rn / —1Q" x 338 0 ` it ��lEY , i m m i'� i I �� i i x 322�5 i �� gr i marina l m 338.9' Concrete 1 / l / / f r J" ?, O Threshold i� Ste i i Chain Fence P� Put co —Chain Lamps �� Storage Bbx 1 � 0 r i x � i HICKOkAN 0 Steps u� fw �I � se Blue Paint i ' i / P T� ri,i, ��„ Marks Wood/Frame: x 3378 Resi Fence Stone Retaining Wall / m T reshold 331.5' o r 9 i x P , FISHINl 0 1� d1 � �' N 3309 LAKE G E 0 R G EHERON HOLLON 211,1 � L �o i324�2 1 4C' A Lp Y 1NTAD i x i / i Edge of � h, Pavement 2" ipe �� 2 nd Story i �� i i �� m REPUTED Wood Deck i i / 1, i. CONSTITUTION'VOY / ith Ca Edge of , iANOWLE Ph SEPTIC SYSTEM -J Canc. i / LOCATION i i i� Wood DockTUSCARORA DR 1 �-� � p� i / lEXT BRAY10H RV Chimney --- - / Pavement x 3239 ,' CAD FILE NAME Nail in � � ,—' ,— i Pavement — �� Concrete i ACAD\SHEEHAN\C-1 Found � � � � — o i 22-9----- o o � i SCALE ----' _ N 79. 00, �' ' ' --- 1 ; AS NOTED 00, w i8 i� o �� i _ Wire =-- 1—�t ' l �26 i� THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY x-337 Fence —'--�_ 3-2'6�4 �3� �� 320.2— High water elevation per AND IS IN RED INK. ONLY SEALS IN RED INK Lake George Park Commission SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE Regulation 645-2.1(ak) mx 3366 INV. 4" x m i Drain 332.9' � 6 EXISTING 8 W ° L c 1V rur �' ��; SITE PLAN m LOT34C 10 5 0 5 10 20 �� Lands Now or Formerly off hl x� �taldi n y � Dock ,� nra�i�nmLr � v I Matthew K. and Jeanne D. Lucas + Book 5005 Page 142 GRAPHIC SCALE DRAWING No. .SITE PLAN v 1" = 10'-O" 227.13-2-43 1" = 10'-0" C- 1 M U L U f6 GENERAL NOTES 0- INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM 2 A SURVEY DRAWING PREPARED BY DARRAH LAND SURVEYING rn 1P LO LEGEND LP CN N CD - - - - - - PROPERTY LINE PROPERTY LINE SETBACKS AS-BUILT CONDITIONS 5 JAN 2024 0 REVISED TANKS 25 JULY 22 3 ----------330---------- EXISTING CONTOURS No. DESCRIPTION DATE 330 NEW CONTOURS REVISIONS E E E E OVERHEAD ELECTRIC SERVICE O U E/P EDGE OF PAVEMENT W N 0 L.L CDa U Q M Z) N U } SITE DATA z � Q U DLU � z Uj PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL) � o MINIMUM LOT SIZE. 2 ACRESUj — z MINIMUM LOT WIDTH: 150 FEET 2 z U e U aJ � U TAX MAP NUMBER: 227.13-2-42 Q � zo z (U a SETBACKS REQUIRED EXISTING PROPOSED J ' o c FRONT 30'-0" 17'-10" 12'-3" J o � � o C SHORELINE 50'-0" 28'-11" 28'-11" Q c L U SIDE (SOUTH) 20'-0" 8'-5" 8'-5" _ 00 E; L'j Of CN SIDE (NORTH) 40'-1" 10'-3" _ - o o � � REAR 30�-0�� NA DNA Y v = 2D -02 r MAXIMUM BUILDING HEIGHT 28 -0 24 -0 t 24 -0 f (n L � z r r- > > z MINIMUM PERCENT PERMEABLE 75% 62.21% 67.75% z 0 _" > V) m co� Q z of MAXIMUM FLOOR AREA RATIO 22% 32.99% 40.41% Q 6 L � U / ACTUAL LOT SIZE: 9,225.38 SF (0.21 ACRES) ° c E) U x 0 x 337 9 ACTUAL FRONTAGE: 90.34 FEET w 5 >L� w / PROPOSED SITE COVERAGE CONDITIONS / COMPONENT AREA PERCENTAGE WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE / LOT27 WITH MANUFACTURER'S Lands Now or Formerly of TOTAL SITE 9,225.38 SF 100.0% RECOMMENDATIONS, TRADE BUILDINGS 2,500.00 SF 27.10% ASSOCIATION PUBLISHED L. G. Legacy, LLC Wood Frame Residence PAVING & WALKS 475.48 SF 5.15% / GREEN SPACE 6,249.90 SF 67.75% RECOMMENDATIONS AND Catch Basin / Book 3674 Page 12e GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY Rim 337.5' i 227.13-2-41 PROPOSED FLOOR AREA RATIO PRACTICES. / SHADED AREA INDICATES COMPONENT BASEMENT SPACE 871 SF � 80 OFSEXI EXISTING LOT BASED COVERED PATIO 403 SF Utility Pole �� - _ ON ZONING SETBACKS MAIN FLOOR 1,111 SF mx 337� _ GARAGE 822 SF Wood Fence Post E3-= COVATTERED REDO DECK 129 SF m - --�_ COVERED PORCH 62 SF -Fence ° 79' Qp'-� TOTAL SPACES 3728 SF _ 337 5 Post 5L �� ,� - E �� - _ w _ 0 f x 328 8 �� CO ✓� F.A.R. 40.41% MAG Nail Found m �� ✓_ ' �'�_____- - - �� b✓ ` ✓ Stackode nce Re7 - _ ��_ _ x 325 5 Steps OQ N 4i � i ✓ Fence � / �ovement✓ �i i ix 3314 ` 0 �I x 3306 i i� Post ,� 0 Q m i _----- I��r-i x 324 3 �� __ � �� Iron Pipes Found x 3381 ' I ? o ✓'- i -� PROJECT LOCATION F l F 1; ✓ l l / / �� i m ✓ / �: i✓ l I CO Area = 0.121 f iAcres S, 0 � �7'�lo. x 338� ` ��r+ + � x' �� ' Kett s,ic l B ' " _ m i 1�11 ✓✓ I ✓ �� I �� ,i 03 00 x 322,5 , �� / TiI[U� 1 I 1 — � x 126,2 i� i �� iRD p - 33 i iu� L r 7 Cy res R , m i i r i dh s t , x 322 5 ,,,,, ,, 'IGwnn k �rs�W REVISION NOTE: 0 moo, ��, m i / ' '' ��,, r H LMIN Pf,' Put TANKS UPDATED TO REFLECT ® ®_ i �� , Steps , 1,500 GALLON 2-PIECE TANK � 4'-8" ' � - ;_-_- -- ' ' ' � � �'AGL r FROM UTOPIA PRECAST x 3379 � �� Stone Reta ring Wall ,' �� P�01 �� x W iHICKDko 1500 GALLON 2 PIECE x 33 ; �� ' °� rr LAKE GEORGE rr 1=58 W=6 1 L=9 2 TH=72 x 330 9 �� r j r r_ - x A24�2 OUTLET FROM HOUSE AND Edge of ,3', oo � i; � i CONNECTIONS BETWEEN TANKS Pavement o _ TO BE DETERMINED AT TIME OF I _� �'� �� i �' IYIHf 1 V,' INSTALL /PROPOSED / l i 0 325 4 �� i % i Wood Dock >; ,,,,,, n F: o / HEREON LLON' 1� � E HOLDING TANK �_ � , � , � , ; SEPTIC SYSTEM / EID D �, L �0 �� , ULIDAY POINT RD (3) 1,500 GALLON C` HOLDING TANKS m 20' �.. -- -_ �� ' w ff Nail in �2" i 4' EE x 323�9 ✓'✓� ! '� � 1l r 4 0 OR Pavemen m �� o o .T BOAT ROUSE 3.0,N,,,0NDAGA DR Found ---- -- — �� 79. OG � -- 001, o �aI 0 --�_ _ �/ i�86'f �� - �� i�� L � Wire Fence-- x-� � 3-L'64 - S2L � 320.2= High water elevation per m � —�_ �� i ✓� i Lake George Park Commission CAD FILE NAME Regulation 645-2.1(ak) ACAD\SHEEHAN\C-1 mx 336 6 I - ✓ x 323 5 � � � SCALE AS NOTED IINV. 4" �-- I m i Drain 332.9' 28 THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS LOT34C DRAWING TITLE I I I Lands Now or Formerly of m Matthew K. and Jeanne D. Lucas Dock Matthew rya xay'Mi�%d g'� 1� '� ° � �V PROPOSED Q I I Book 5005 Page 142 �F i,"�,r�'�,c�Vx I� �n7 �`Y ��' � SITE PLAN 1011, I 227.13-2-43 10 5 0 5 10 20 /� dL m 107 i hin � p'.' Ir a%'1 �"�I�" (PSpm iur �l ifrt GRAPHIC SCALE DRAWING No. SITE PLAN 1" = 1O$_0Pl C- 2 ill = 10'-0"