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HomeMy WebLinkAbout52996-Z TOWN OF SOUTHOLD Wt,# � BUILDING DEPARTMENT SOUTHOLD N Y BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52996 Date: 05/20/2026 Permission is hereby granted to: Ulster Farms LLC 1415 Albany Post Rd Gardiner, NY 12525 To: construct asingle-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD and Trustees approvals. Premises Located at: 225 Williamsberg Rd, Southold, NY 11971 SCTM# 78.-5-14 Pursuant to application dated 03/30/2026 and approved by the Building Inspector. To expire on 05/19/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $1,809.25 CO- ESIDENTIAL $100.00 y Total 5IM9.25 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT r4 Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 , Telephone 631 765 1 02 Fax 631 75 902 Y " Y o H k ^=te Received APPLICATION FOR BUILDING PERMIT For Office Use Only ` q(1 w PERMIT NO. Building Inspector-, P Applicartioms and forms rmust be teed out in-theri er ai ety. Mmmmete ° applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:3/27/26 OWNER(S)OF PROPERTY: Name:Ulster Farms LLC SCTM#1000-078-5-14 Project Address:225 Williamsburg Drive, Southold Phone#: Email:ulsterfarmsllc@gmaii.com Mailing Address:0 Terrace Drive, Port Washington, NY 11050 CONTACT PERSON: f Name:Megan Nugent Mailing Address:pp Box 877, Jamesport NY 11947 Email:megan.cmtarchitecture@gmaiI.com cture g maiI.comPhone#:831_804_3790 DESIGN PROFESSIONAL INFORMATION: Name:Charles Thomas Marlin Address: 11 47 77 m rt NY 9 PO Box 8 J a es o � p Phone#.516-702-3519 Email:cdthomas63@aol.com CONTRACTOR INFORMATION: Name:TBD Mailing Address Phone# Email., DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration n Repair ❑Demolition J Estimated Cost of Project: CJ Other $Igo Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ❑Yes R No 1 PROPERTY INFORMATION ntendd use of property:Existing use of prop rty* I e e .` .� " -- _ .. _ Zone or use district in which remises is situated: Are there an covenants and restrictions with respect to jZ_yo p Y p this property' C:IYes No IF YES,PROVIDE A COPY. ow� 1. ; �� n The owner professional Is resMmsiblo'lor all dminsp and starrn water Issues as provided by apter'��B of + Code, '"PUCATION i5 HEM to��t BuIld a rt�nt for � iss ;ce of a SWIding Peru it pursuant to �� ����dIn; Zone Ordinance of the Town of Southold,Suffalk,County,New York and other applicable laws,ordinances or Rew lotions,for the construction of bulldings, addltlons,alterations or for removal or demolition as heroin described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing coder and regulations and to admit authorized inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. W. Application Submitted ri' nallTie Authorized Agent ❑Owner Signature of Applicant'. Date: STATE 011F NEW YOR S: COUNTY OF .......... .......�,I'l-J- cl:t being duly sworn,deposes and says that(s)he is the applicant Na f individual si contract)above named, Whe is the ,Contract, Agen)' ,orpire Officer,etc.) of said owner or owners,and is duly authorized to p or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Of C,� 20AIM -A _��k k 01tary Public 0 i TrPAC EY L. DWY R NOTr°RY PUBLIC,STATE OF NiEW PROPERT,Y OWN ER,AUTHORIZATION NO.01 DW03W900 (Where the applicant is not the owner) 0,,1J 0,LtFIED IN Sl1_ FOLK QOfUf f COMMSION EX'PIRES;JUNFE 30, 00 dj /Ift I, �jd residing at............ 1 o hereby authorize to,apply on my behalf to the wn of,Southold Building Department for approval as described herein. O 4s,Signature Gate If/f7hy'"" � Print Owner's Name ILI 2 TM i r ,�h ck R.,E,,Sc.. , ..e. Compliance Certificate Project Information Project Title: 225 Williamsburg Drive Energy Code: 2025 Energy Conservation Construction Cade of New York State Location: Southold,New York Construction Type: Single Family Project Type: New Construction Project Sub Type: None Conditioned Floor Ar+eaw 2117 ft2 Glazing Area: 29% Climate Zone: 4a(5572 HDD) Project No: 1825 All Electric: false Is Renewable: false Has Battery: false Has Charger false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 225 Williamsburg Drive Megan Carrick. Southold,NY 11971 Charles M.Thomas Architecture and Planning Megan.cmtarchitecture@gmaii.com Project Notes: Energy Credits Description Credits R408.2.4(1)Ductless or hydronic thermal distribution 7.0 R408.2.3(2)(b):Gas-fired instantaneous water heaters(Option 2) 6.0 R408.2.6 Energy efficient appliances 1.0 R408.2.9 Opaque walls 0.0 I r„ T, a Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 1 of 13 Envelope Assemblies Prop. Req, Assembly Gross Area or Cavity Cont, U_ U_ Prop. Req Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling: Flat Ceiling or 234 30.0 0.0 0.035 0.026 8 6 Scissor Truss Ceiling-Hot Roof: 1218 34.0 0.0 0.030 0.026 37 32 Cathedral Ceiling Floor:All-Wood joist/Truss 61 30.0 0.0 0.033 0.033 2 2 Floor 1:All-Wood 1141 30.0 0.0 0.033 0.033 38 38 joist/Truss Wall:Wood Frame,16" 2350 21.0 0.0 0.057 0.060 92 97 O.C. Window:Vinyl Frame 397 0.270 0.270 107 107 SHGC:0.28 Door:Glass Door(over 341 0.270 0.270 92 92 50%glazing) SHGC:0.28 Wall 1:Wood Frame,16" 210 21.0 0.0 0.057 0.060 11 11 O.C. Door 1:Solid Door(under 21 0.140 0.270 3 6 50%glazing) 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. 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 2025 Energy Conservation Construction Code of New York State requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck inspection Checklist. ......... Matthew La,may..-.HER, Rater 3/31/26 ....................... Name -Title Signature Date Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 2 of 13 yen � Inspection Energy Code:2025 Energy Conservation Construction Cade of New York.State Requirements:96%were addressed directly in the RESCheck software Tent in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a cede requirement will be met and haw 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. Pre-Inspection/Plan Review Section Plans Field # Verified Verified &Req.ID Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions owo 105.1, Construction drawings and ( Complies 105.2 documentation demonstrate C8R111 energy code comp�llancefdr the Pornply Does Not i v rm l building envelope.elop�e�Thermal envelope,air barriers,energy9servable Not credits,renewable energy, battery storage,solart,read systems and energy compliance Not a"th re resented on Ppplicable construction documents., �RRRRR« R.o..........aa 105 1 Construction,dravOn s and 0 Complies 105.20 documentation demonstrate 403.8 ever, code compliance for Does Not 1 i t Pr ni c nic I mply CI'R31 lw tand a h sy�tenn:s.Sstoms se rl n g Not multi le d�ellln units rst6servable dernornstrate conpllance wit the IECC Commercial pos. [ Not Ppplicable 302.1, eatin and co lln I e Heating: �0 Complies 403.7 s size per, C pS to hr Btu/hr r used on loads calculated per j Pomply Does Not [PR2] �CA Mari l�he,code or o eher Seth d AC Manual t Methods s - a�pproved, t official. Cording: Cooling: Not t,u h° Btu/hr Rservable PpNot licable Additional Comments/Assumptions: 1 Hi .h Im act(Tier 1) 2 l Medium Impact(Tier 2) 3 � ; Low Impact(Tier 3) Report Title: 225 Williamsburg Drive Report Date; 3/31/26, 10:37 AM 3 of 13 rcopundation Inspection Section &Req.111) Foundation Inspection Complies? Comments/Assumptions 403.8 Systerns,serving,multiple dwelling units Complies [F191]2 comply with Suctions C403 and C-404 of Does Not the commer�cfal,code. Pomply Not servable �]Not applicable 403.9.1 He ating E]systems"Installed outdoor Complies [F192]2 heating are radiant'systems controlled Does Not by occupancy sensing or timer.sWitch. Pomply RNot ervable PNot ppllcable 403.9.2 Snow and Ice-rnelUng,s stem Controls 0 Complies 1 *1 r,403.9.3: nstalled to shut oft'sy �em w6en Does Not 403.9.4 pavement temperature>50,Fand no, [F19212 prec ipitation or autorn,atic co Pomplyntrol S to shut off the system,when outdoor Not temperature>40,F, 9servable PNot plicable Additional Comments/Assumptions: =High Impact(Tier 1) 2 Ter 2) 1--,3 1 how Impact(Tier 3) j Medium Impact(T Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 4 of 13 rrarning / Rough-in Inspection Section Plans Field # Framing/Ro?ugh-In Verified Verified &Req.ID Inspection Value Value Complies? Comments/Assumptions 303.1.3 U-factors of fenestration Complies [FR4]1 products are determined in Does Not accordance with the NFRC test procedure or taken from the Dees default table. Not Rservable PNot pplicable .µ,WWrrrrrrrrrrr,. rrrr, �, ' 402.5.1.1 Air barrier and thermal barrier Complies [FR23]1 installed per manufacturer's instructions. Does Natpomply WNat ervable PNot pplicable 402.5.3 Fenestration that is not site built Complies [FR20]1 is listed and labeled as meeting Does Not AAMA/WDMA/CSA Pomply 101/l.S.2/A440 or has infiltration rates per NFRC 4,,00 that do not RNot exceed code limits. Observable PNot plicable 402.5.4 IC-rated recessed lighting Complies [FR16]2 fixtures sealed at Does Not housing/interior finish and labeled to indicate<2.0 cfm Pomply leakage at 75 Pa. Not Rservable PNot plicable 403.4 HVAC pipin?conveying fluids R= Complies F [FR1712 above 105 or chilled fluids pM Does Not below 55 QF are insulated to::-R- 3. mply RNot servable PNot pplicable ................ Automatic or gravity dampers 0 Complies FR1912 are installed on all outdoor air Does Not intakes and exhausts for mechanical ventilation systems. Po mply RNot servable PNot pplicable .6.1 Ventilation systems in climate 0 Complies [FR30)2 zone 6 shall utilize heat or Does Not energy recovery with balanced ventilation and a sensible Does recovery efficiency(SRE)>= Not 65%at 32 F. Poservable RNot plicable ................................................ 403.3.3 SUIPPI and return ducts in attics D Complies Exceptiom.Ducts located [FR1211 i ��e'l d>=R-8 where duct is Does Not completely inside the >=3 inches in diameter and PO bullding envelope, >=R-6 where<3 inches. mply RNot servable ipNot plicable .......... ... ... ... ..-11. .......... ............... Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 5 of 13 Section Plans Field # Framing/Rough-in Verified Verified &Req.ID Inspection Value Value Complies? Comments/Assumptions 403.3.6 Ducts,air handlers and filter Complies [FR13]1 boxes are sealed with Does Not joints/seams compliant with international Mechanical Code Pomply or international Residential Not Code,as applicable. Pservable Ppp Not licable ...........1, 403.4.1 Protection of insulation on HVAC Complies [FR241,1 piping. Does Not Pomply RNot servable PNot plicable 403.5.2 Hot water pipes are insulated to R-[- �RC....................... Complies [FRIS]2 1 inch of insulation. Does Not Pomply PNot oservable PNot pplicable 402.5.5 Air-sealed electrical and Complies [FR29]2 communication boxes installed i ii the thermal 1 be undary af'the Does Not enveJape,sealed to limit air Pomply leakage between condition,ed Not I and unconditioned,spaces. 9servable PNot pplicable .................. ............ 403.3.1 Duct systems are design and Complies [FR12]1 sized in accordance with ACCA Manual D based on HVAC sizing Po Does Not calculations in R403.7.Duct mply systems serving multiple Not 'dwelling units is sized in Poservable accordance with ASHRAE Handbook of Fundamentals, Not ACCA Manual D or an equivalent Ppplicable methodology. 403.3 Duct systems are desiqn and Complies [FR31]1 sized in accordance wfth ACCA Manual D,.Duct serving Po Does Not mply multiple iwellln ,units,is sized, In accord'ance Wifth ASHAAE Not Handbook of Fundamentals, Poservable ACCA Manual D or an equivalent methodology. Not Ppplicable 402.1, Door U-factor, Complies See the Unvel'ope U U Assemb i6statil,e for 402.4.4 )Does Not values Pomply PNot servable PNot plicable 402.1, Glazing U-factor(area-weighted ,.,= u 4'— E]Complies See the Envelope 402.4.1, average). u Assemblies table for Does Not 402.4.3, values 402.6 Pomply [FR2]1 Not Paservable PNot pplicable Additional Comments/Assumptions: Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 6 of 13 1. Medium Impact 1High Impact(Tier 1) Medium Impact(Tier 2) L3 Low Impact(Tier 3) ............ Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 7 of 13 Insulation Inspection Section Plans Field Verified Verified &Req.ID Insulation Inspection Value Value Complies? Comments/Assumptions .............. 303.1 All installed insulation is labeled Complies [IN13]2 or the installed R-values provided. Does NotPomply Not servable ipNot plicable 303.2 Wall insulation is installed per E)Complies [IN4]1 manufacturer's instructions. 'P Does Not 0 mply WNot ervable, PNot pplicable .............. []Complies See the Envelope -value.402.1 Floor insulation R 402.2.8 Assemblies table,for [IN1]1 0 Wood Does Not Wood Does values 0 Steel EJSteel Not Rservable PNot plicable 303.2, Floor insulation installed per Complies 402.2.8 manufacturer's instructions and s Not [IN2]1 in substantial contact with the Doe Pomply underside of the sub "t"floor or 'i floorfram a Jing cavity ins on Is Not in contact with the top side of" Pservable sheathing or a combination of cavity an,,N:continuous insulation Not Is installed�so cavity Insulation Ppplicable is In contact with top side of continuous Insulation. 4021, Wall insulation R-value.If this is lk.[� R Complies See the Envelope 402.2.60, a mass wall with at least 1/2of 7-1 D Not Assemblies table for 402.2.7 the wall insulation on the wall 0 Wood E)Wood Pmals py values [IN3]1 exterior,the exterior insulation requirement applies(FR10). 0 Mass 0 Mass Not 0 Steel 0 Steel Rervable PNot plicable 402.2.3, Wood attic knee walls or roof Complies ,402.2.3.1 trusses separating conditioned Does Not [IN14]1 Space from uncofid4tioned attic,space,comply with the 0 P mply Insulation riequiremeats frifable Not F(402,13.Attic k,nee walls, 9servable contain an air barrier between the conditioned and Not unconditioned space. Ppplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3), Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 8 of 13 Final Inspection Provisions Section Plans Field # Verified Verified &Req.11) Final Inspection Provisions Value Value Complies? Comments/Assumptions ----—------ ............ 303.1.1.1, Ceilim insulation installed per Complies 303.2 manufacturer's cturer's instructions. Does Not [F12]1- Blown insulation marked every 300 ft2. Pomply PNot 3servable P(_`]Not plicable 303.3 Manufacturer manuals for E)Complies [FI18]3 mechanical and water heating systems have been provided. Does NotPomply 12Not servable PNot pplicable 403.1.2 Heat pump supplementary 0 Complies O [F110]2 heat controls to prevOnt , Does Not supplemental host,when heat Does Curnp,compressor,can serve iie he6fing load., Not Rervable PNot pplicable 403.2 Hot water boilers have CD Complies [F126]2 automatic outdoor setback control to lower boiler water Does Not temperature based on outdoor Pomply temperature,indoor Not temperature or water Rservable temperature sensing. Not sensing. ) 403.3.6.1 'Air handler leakage designated D Complies [F12411 by manufacturer at<=2-0/o of Does Not design air flow. Pomply RNot ervable, PNot pplicable 403.3.7 Ducts are pressure tested in 0 Complies [F12711 accordance with Does Not ANEI/RESNETACC 380 or CfM/100 ft2 CfM/100 ft2 ASTME1554 to determine air Pomply leakage wit'h either-,RoughAn Not test.,Total leakage measured Rservable with ressuredifferential,of Not 0. mg.across,the system lnctudin,?,the manufacturer's Ppplicable air er enclosure if installed at time of test. Postconstruction test:Total � leakage measured I s,ured with a, pressure,diffierential,of 01 inch mg,.,across the entire,system injElurd'ing the manufacturer's "r Thaner enclosure. 403.3.8 Duct tt"' rhtness test result of Complies cW [F14]1- 4 'M1100,ft,2,across the, CfM/100 ft2 00 ft2 Does Not sste yrn or�<=3 cfm/100 ft2 cfm/1 without air handIer, 25,Pafi amplyDuct t1ghtn,ess--,,=1?cfrn/'100 Not ft2 for ducts within thermal Pservable envelope.,For rdu9h­Jn,tests,, Not verificStion may,need to,occur during Framin4 Inspection. Ppplicable 403.5.1 Orcut'ating servicehot water CD Complies [F111]2 systoms lave automatic or accessible manual con Does Nottrols. Pomply RNot ,servable PNot plicable ............. .......... .................... ---—­­­ ....................... Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 9 of 13 Section Plans Field # Verified Verified &Req.lD Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.5.1.1.1 Demand recirculation water Complies (F132]2 systems have automatic Does Not controls to stark pump,when Po hot water,is,requested. mply PNot servable PNot pplicable . ........................................................ �rvm ................... 03.5.1.1 Heated water circulation Complies systems have cfrcul (F128)2 lation Does Not 'r'�unip.,The system return pipe s'a ded,cated return or a Pomply cold water supply pipe..'Gravity Not and thermos-syphon cirtulatIon Rservable as sterns are,n t present. d,ntrol's for 6roculating hot Not wratersystern pumps start the Ppplicable Pump with signal f6r hot water Pump within the,occupancy. Controls automatically turn off the purnp,when water Is,in circulation loop is at'se-point temperature and no a'emand for hot water exists. �O3.5.1.2 Electric,heat trace sg ste sterns Complies [F129]2 Comply with,1EEE 51..1,or UL Does Not 515.Controls automatically adjust the energy input to the Complyheat tracing to maintain the Not desired water temperature in Paservable, the piping. Not Pwicable 403.5.3 Drain water heat recovery Complies [F131]2 units tested in accordance with CSA B55.1.Potable water--side Notside pressure loss of drain water Pomply Cat recovery units<3 psi for Not individual units connected to Rservable one or two showers.Potable Not water-side pres'ssure loss of drain water heat, units recover Pp Y plicable <2 psi for j0 di'vidual units connected to three or,more showers. ....................... 401.3 Compliance certificate plosted Complies [F17]2 with buildin g,slpeciftlatlons�con Does Not r ante,path,R408 energy -results and solar ready Pomply e Nft Is i Zone If provided. Not Rervable PNot pplicable ............. ................... 403.6.2 All mechanical ventilation Complies I JF12512 system'Cans notpart of tested Does Not and listed HVAC eq'ul,pment Dees meet:efficag, and air flow 11mits pepp'Ta'' fe R401.6.2, Not Rervable PNot pplicable 403.�6.3 Mechanical ventilation systems Complies [F133]2 tested and verified to meet the Does Not minimum flow rates required by Section R403.6. romply WNot ervable PNot plicable Intermittent exhaust for Complies (F13412 bathrooms/toilet rooms has Does Not automatic control,occupant sensor control,humidit Complyy control or contaminant control. Not Wervable PNot pplicable ............ ........... ........ . ........... Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 10 of 13 ip Section Plans Field # Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.7.1 Electric resistance,heating total Complies [F16]1 capacity for dwelling units, Does Not sleeping units and occupanices Does in the building<=2.0 M P Not servable PNot pplicable 402,1, Ceiling insulation R-value, ................ Complies See the Envelope 402.2.101 Does Not Assemblies table for 0 Wood 0 Wood Pomply values 402.2.7 C)Steel 0 Steel [Fill' Not PDservable PNot pPlicable ,403.13, Gas fireplaces,equipped with Complies ,403.13.1 on-demand pilot,intermittent Does Not 'Ition or Interrupted ignition. [F13513 i9n, I Fireplace effici'eng>50%in Pomply accordance with A P.4.1 Not Rervable PNot pplicable ................. ........... 404.1 100%of ermanent fixtures Complies [F1611 have higg efficacy lamps. Does Not Pomply RNot servable PNot pplicable 404.1.2 Exterior li ting power is below E]Complies F 13 51-3 the allowable wattage in Table Does Not 1404.1. Pomply PNot servable PNot pplicable 4041.5 Fuel gas lighting systems have Complies [F12313 no continuous pilot light. Does Not Pomply PNot Dservable PNot plicable 404.2.1, Permanent interior lightin Complies 404.2.2 shall be controlled with ei?1her a [F136)3 manual dimmer,occupancy Does Not sensor or auto shut off control Pomply based on occupancy built with Not manual override. PDservable PNot plicable 404.3 Exterior lightin >=310 watts Complies (F137]3 shall have the Roillowl'�n,controls:manual on/oswitch Does Not with automatic shut-off, Pomply automatic shut-off In,daylight Not hours,and,corArollsthat Pservable override automatic shutoff that returns to automatic control Not within 24 hours. Ppplicable 404.4 Where renewable ener,?Y, E]Complies [F136 1-4 genei-ation equi MO S Installed,sly �attestatlon for renewable energy credits pDoes Not imply (RE Cs)or,energy,attributable Not certificates(EACs)associated Rservable with the renewable energy Not usedforcom', Hance-are provided t ge code offitial. Ppplicable ........... ------ Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 11 of 13 Section Plans Field # Verified Verified &Req.11) Final Inspection Provisions Value Value Complies? Comments/Assumptions Woo pfwoolflf�m 402.2.4 Vented attics with air E:)Complies Exception,Requirement (F122]2 ermeable insulation include Does Not is not applicable. Ne adjacent to soffit and Pomply eave vents that extends over insulation. Not Wservable Not pplicable 408.2.3(2) Gas-fired instantaneous water Complies (b)[F162]1 heater efficiency>=0.95 UEF Does Not for additional efficiency credit Does WNot servable PNot pplicable 402.5.1.3 Blower door test�limate50 Pa. ACH 0 50 [FI17]1 <= Complies 3.0 ACH50 in Zones I ..— . 4-5 and<=2.5 ACH50 in Does Not Climate Zones 6. Pomply RNot servable PNot pplicable 408.2.4(l) Ductless or hydronic system Complies [F171]1 installed and located within Does Not conditioned sPace,"for additional efficienty credit for Pomply additional efficlency,credit @ Not servable ONot pplicable 4082.6 Ref'rigerators,dishwashers and 0 Complies [FI80]1 clothes washers/dryers are Does Not ENERGY STAR rated for additional efficiency credit Does PNot servable PNot pplicable -—------------ 402.3 Radiant barriers comply with R= R Complies See the Envelope [F143]2 ASTM C1313/C1313M and are Does Assemblies table for installed in accordance with 0 Wood '0 Wood Pomply Not values ASTM C1743 0 Stee 1 0 Steel Not Wservable PNot plicable 403.1.1 Programmable thermostats Complies F1912 installed for control of primary heating and cooling systems Does Not and initially,set amply by manufactUrer to code Not specifications. Wservable PNot pplicable Additional Comments/Assumptions: 1- Hiqh,lm,pact(Tier 1) 2 Medium Impact(Tier 2) 3 ��Low Irmn,pct(Tier 3) Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 10:37 AM 12 of 13 2,025 Energy Of Conservation Constructio'n Code VIA e,.w York,��i Stat e E n e rgy Eff!cl e n cy Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 34.00 Ductwork(unconditioned spaces): Window 0.27 0.28 Door 0.27 0.28 Skylight 0.00 Heating System; Cooling System: Water Heater: M Mm-i, Name: Date: Comments: Report Title: 225 Williamsburg Drive Report Date: 3/31/26, 1037 AM 13 of 13 a�ar,� N ' .,r 9Jr SyrI�nul n I > r ui.,gar»„ a�; ,a,, , „„ ,,r„ r✓» ,rr rr vortNN,,,vw,,;rrr w ,.. r a,„sr rw�„ .rr��r „rr,. ,... „ '.va✓,+�, .,V%.@ � "w»r�� v ry rmu;»rr ,rrr.,.r rrr ,•,yrrr it no » , w,, w rrrrcr" NIf- /,ri k v / ,,, iyr ar.. ra on- ,,,,1?l,,... ru ..,�,,, rra�r,. ,.: ,e/ ; ,.„ �I,a. �Jf/ ,, "u ., >aN ,nvr/ ,�,, G, ra ,,,r ,,,„ ,.II "Wv. , ., uv o r,. irr Iw ,.. ,,,... r D r muV � NE 1f I,;,r , ,r,r. ,.. r, :; ,c « �,. <. ` ,,'r w". 1 l r, � 'IW N"I �,.. „,.. w: ,. -.n. 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Vol. nvf ,a,ew�,INIt wu�,, r��'„,t"aar:av^! wkr�r..1�,vnn»rrvlNnd/�duvilrNt!� vrWr "� 00 N wv "lUrr l+"". �W,rPw »rWm ,rerhv,er7aH,~uID rrcm rNU Io W, 'u;Vta N�d9✓/rakl;` ad�MNVa vtiro!�a"� /ylrm o, TERMS AND CONDITIONS `l"l�e T'e�y� ittee [Jl stcr l�armsi LL 2,�5." i 11 i� sl�ct',Iu3, 1 , . „rt.w � or as pert ►f the .�. .__._.._.._. e �t�ticrsta��d�anclW.��rescr�bc to th . considcratioi� i0 the issu nce of th Permit do s � p e folio �n�,: I That the said Board of Trustees and th+c Town of Southold are released from any and all damages,or claims for damages,of suits arist ,directly or indircct:ly as a result ofany operation perfornied pursuant to this permit, and the said Permittee will, at his or,her own expense,se,deI~+cnd �� and all such suits i� itia�tc�d b tl i-d pa ics,and the said Perrrm ittec r b � ass es full lab lfity°with respect,tl e�ct ,t the c tplete exclusion of the Board of trustees of the Town of Southold. 2. 'WII"'hat this Permit is valid for a pe-i d of 36 months, which is ct.',,)n si e.red to be the estimated tine required to complete ttie work involved, but should circa stances warrantrpxluest for an extension may be made to the Beard prier to expiration. 3. That this Permit should be retallned inda nitely, or as long as the said PermitteC wishes to mainta,firl the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will: be subject to the inspection and approval oft e Board or its eats,and non-conlip,liance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board, 1). A permit issued for work not including a demolition as per the definition in the Town Cade, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. T That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 8. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 9.1 The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk.County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 10. That the said Board will be notiPied by the Permittee of the completion of the work authorized. I I. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 12. No right to trespass or interfere with riparian rights. This permit does not convey to the perrnittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor dues it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. TOWN OF SOUTHOLD � F - w SUFFOL COUNTY, N YORK : _ �� 1 __ f 3CTM: 1000-078-5-14 _ � TTF cc Dki - - DYILT _ SITE PLAN w c� 4-El° Y i L I CALli ram, � CALE,1'"=3�' �' F IN AIL TN a - M"ADWATIER EL 0 i TAKEN IS THE HIGHEST DwEcita 15 30/ --% Ago= S _ E - dATERIPrE SI a � RNA LM9 Ti CID 46 - 1 TEST BORING HOLE w g PR VE B _ _. PERO t F _ TEST .11 211 L T£ EC12DF i tZUSTES TAKEN , - - - 1I7ET PROFILESol DESCRIPTION-AND STABILIZED UND T T( I TIF1 ) T VA F SQUTHC L O , RLTI 3_ Ni RATE matt- - - - V0ALA IT--I(r`DARKBR0W4CRGANI.'L0i PROPOSE g r _ S 1�=1 D RKEI WORGANI L A�1 - 1 A SILTS N (OL� w � BLOCK CUFF e _ ra I Ix AM(OL) =- = '-I U-GKT BROWN SILTY ND(S) MN 19 SEA d ITT EXCAVATE 1 GRADE�D D T:�E PUTT F THE U) anai - ' I FIi TORS,REMOVE SUIT- L, e E 1 SIT r-°p - z M. to _ _ TAT -ES �MEO _ - - 3 _ _ - ` A - 4 PORCH E ��SS EC2FIEZI T} gy E PATH T � D GROUND T� LC TIONSARE�iMAT S FXIk V`IE FI IN THE FIELD T CONTRACTORE EFO I _ � 16 _ _ - - LOT COVERAGE P AGE -- 025 P71ON AREA f of Ti LOTAREA SF ORS LL ;lip T rU ) 12,649 Sr €� � al ram. 3_ ELECTRIC11iiii If _ T� �: PROPOSED COVERAGE � - jT � _ -- a : a - - L=T HOUSE, E&CHI 1, SF 11 MSF L IO P LEV—n PATIO 0— 156% _ W t TOTAL PHOROSEa TINE VEL D COVERAGE ,15I FDECO 3 RAT L r 0 A%A ON SHEET z 03 o m ,. Rat _ — - 3 Zi tt 0 IT .VR � _ IPA= _ '7 '�BUOYANCY CALCULATIONS SANITARY CALCULATI — _ � a I T NORA HY ROIQ TI CON aeo TALI{=1Px�L� TANK l3OtIS: � �. � T - — oyrou 4 • - im CAPACITY FOR HOB CO HYDROKINETIC CMC €i � T * D ER R � FORCE ON EPn0 TR T>�ENT TANK ASSUMINGTANK IS E _ T � � - _ g� - f 1 0 .- L 1 1 3 AND GROUND WATER 15 UP TO Rlii DC711i GROUNDWATER t1 S P T .I I f _ft maw 5 TG L 5SI TANK 3 L S�0Fi t 78UPPR ID T -J rLL3 ROWS OF25 LF 12'INFILTRATORS otim=41-04TAL twit i �;it ' 2 rr f NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC:'ID 1-4738-04627 PERMIT Under the Envii-oninental Conser tti'o.- Ltt (ECL), Permittee and Facility information Permit issued To: Facility: SHERI WINTER CLARRY CLARRY PARKER PROPERTY 305 wi LL .A I MSBURG DR. 225 WILLIAMSBURG DRISCTM3 1000-78-5-14 SOUTHOLD, NY 11971 SOUTHOLD,NY 11971 (631) 484-7730 BRIAN PARKER 305 WILLIAMSBUR.G DR SOUTHOLD,NY 11971 (631) 848-773 0 :`facility Application Contact: JEFFREY PATANJO PO BOX 582 BOHEMIA,NY 11716-0582 (631)4 84-9332 . Location: in SOUTHOLD in S1.JFFOL COUNTY Village: SOUTHOLD �`ac.�lYty Facility Principal• Reference Point: NYTM-E: 716.412 NYTM-N:,4546.414 Latitude: 41°02'24.7" Longitude: 72°25'31.2" • Ifofnew bulkhead 15'landward ofthe existing functional Authorized Actiw�ty. Construct 90 bulkhead, install a 15'return, excavate the area landward of the old bulkhead to a depth of 3'below ML W to match atch existingwater depths in the canal,remove the resultant 125 cy of material to an appropriate upland location, remove and dispose of old bulkhead and timbers from existin boat ramp, and install a yy ' b 5' platform, 30" by 14'ramp, and a 6' by 20'float all as shown on the attached plans prepared Jeffrey d b Je Patanjo, dated 811118, stamped "NYSDEC Approved" on 11 f2118. Y SAP 1--08-12 & DEP ARNO �, � �1ti�ti e-above' r l�e�ot�y l dwaj• �ofti e existing functional bulkhead greater than 10+0 feet in 11 lo °� p pla s, which;was,constructed prior to August 20, 1977 as evidenced � ",-, shown on t 'i�e approved � ° aerial beyond thejurisdiction ofthe on'Tidal etland ap 7 l 6-54�6 and �h�istoric aerial photography, is b y Art c le 25 Tidal etl nds Act, and the portion of the property landward of the new bulkhead will t ue to rein, he end A t c e „5J isd;i�cli'on. T herefore, in accordance with the current Tidal con in �y We lands Land Use hegu at ions 6N`Y'CR R Part 6,61), no permit is required to conduct regulated n activities landward of the new bu lkhead, Paget o1`8 TOWN OF SQUTHOM =HIGHEST EXPECTED GROUNDWATER INFORMATION THE AREA IS SUBJECT TO TIDAL ACTION SO HIGHEST EXPECTED w N N EXIST_GiD�9T{SC GiS MAPPING AND SASKAS SURVEY) + SUFFOLK COUNTY, NEB ©RIB GROUNDWATER IS MEAN HIGH WATER(MHW)_ a SCTM: 1OOQ—O78`-+5-1� 9 � OL BENCHMARK s __ _ -L � �BENCHMARK STAMPING:Z 325 - MLL4V-4.133 METERS 13.56 FT y - SANDY S T _ ORTHO HT=3,547 METERS=11,64 FT _ DARK BROWN DIFFERENCE=1.92 FT O m` g 1 SANDY CLAY CL MHW=0,799 METERS=2.621 FT{MLLW DATUM) co S m r T 0 r; ;'_ 1 T 0 &SANDY SILT ML MHW OR HIGHEST EXPECTED GROUNDWATER=0.70 FT{NAVD88) - (� rOR I S.A L ;I� a Cod DARK BROWN CALCULATED MHW ELEVATION IS LESS THAN VA er OU{ } F 4.5 6.i' SANDY CLAY CL 1- IN SOIL BORING THEREFORE THE 0 r t F IA/OWTS,pump. PSC} C4 N a &ORGANIC LOAM OL EL GROUNDWATER TAKEN IS THE HIGHEST GROUNDWATER .0.87 R F-N A L -RC V A- - HIGHEST EXPECTED _ 6�1'-12 8' WATER IN PALE { ) GROUNDWATER, - `_Cl - - , - SANDY SILT ML PROPOSED 78'QUICK 4 PLUS = � 1ZT 159 WATER IN PALE 4 STANti A INFILTRATORS 0 YP-3) SILTY SAND SM s a SEE LATM TEST RESULTS z FOR LIMITS OF EXCAVATION WATER IN PALE SP p 5.0 21.0 EXISTING TREE _ -` r 1 BROWN FINE SAND t PROPOSED T4 REMAIN �� EXISTING BORING ON 81RUARY 1A1,2025 UNDISTURBED r -- r CONTOURS NOTE:GROUNDWATER ENCOUNTERED AT ) 6.1'BELOW o ADE N TEST BORING�� � � <Tn p = s co 0 .e REMOVE u w z w m z TEit � 'o� m �_ .14r 1 . _ �r TREEHOLE EEDE OIL EVALUATIONS 02 - _ ED a n PROPOSE a STEPS TAKEN ON:MAY 11,025 RCN R S � �� o - er FUTURE ,. - ti D � rc a x � _ - a TEST TEST SOIL PROFILE DESCRIPTION AND STABILIZED i LL SIONa �� ROOF DftYWELI 10'WIDE HOLE DEPTH PERCOLATION `t GROUNDWATER DEPTH IF IDENTIFIED v NON TURF BUFFER NO. {INCHES} { ) RATE - C TES,.-.. `� 1 g V A » D - _ �E 1 .=s A 1. r tS 7 0'10"DARK BROWN ORGANIC LOAM{OL) ..°` 1 18' 10'-18"DARK BROWN ORGANIC LOAM 4 MIN 45 SEC - r 1 PROPOSED MVF ., z �O D SILTY SAND{OL&SM) Q { BELGIAN W 3 ` BLOCK CURB ti g 0 - s J� C 2 18, 0-6'DARK BROWN ORGANIC LOAM OL 7 PROPOSED ? �4 i� 73 6°-IIP LIGHT BROWN SILTY SAND (SM) 8 MIN 19 SEC _ LL m SIMPLEX PUMP --. t- PROPOSED a + a { o NOTE:EXCAVATE 18"BELOW GRADE AND BEYOND THE BOTTOM OF THE )g ' 7 9A - INFILTRATORS,REMOVE UNSUITABLE SOIL,AND REPLACE WITH SUITABLE`SP1SW 1 sL r r PANEL 3 RATED SAND AND GRAVEL.SEE PROFILE FOR ELEVATIONS-SHEET 2 EXISTING TREE z Q L STD t TO REMAIN Q Y G �� PEFCQLATIQN TEST HALES � _ a T ' ,� U 0 LSE N.T.S. tN8 C � MIN 3 q` cp 1 O PROPOSED- 2-MIN.Wt Rr a. ILL m z o FROM £ VWINDOWS { z LU EE LU N:_ DRI)POSE , t _ , ) �� NOTES: 04 n TEST PORCH 1. ALL PROPOSED SANITARY LINES TO BE 4`0 SDR35 PVC PIPE e v� I 7 PROPOSED € HOLE _-a UNLESS SPECIFIED OTHERWISE. � � C � � �� � � NORWECO HK F o ! 2- ALL UNDERGROUND STRUCTURE LOCATIONS ARE APPROXIMATE& z 4'WIDE PATH TO { cl z CONCRETE ..� 4 SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE MOM SM LA A ,� %` WOOD DECK CONSTRUCTION BEGINS, = i z P O TAW PROPOSED IIA ' } o s � LINES z 0 PROPOSED _ 0 = _ = c V)r r i PS 2'WIDTH T X T A/C PATS- _ _ A _ t= s � .," SOT COVERAGE � '� � X 8'LENGTH (T1 P 2) { DESCRIPTION AREA PERCENTAGE { r PROPOSED ,T TOTAL LOT AREA 14 728 SF w o v7 FRONT H f O AL z z A P WATER PROPOSED ROOF ADJACENT AREA(UPLAND) 12,849 SF 100% w ` SERVICE AND METER FIT DRYWELL UNDERGROUND 1 ELECTRIC SERVICE 4'PVC E MAX.ALLOWABLE COVERAGE 2,570 SF 20% _ IF N TUR�� AND CONTROL PANEL' — _ PIPE{TYP�) a PROJECT _ NATIVE�T� � SF _ PROPOSED COVERAGE x Y/1 u s T13 SILLdATEO WITH NAB tI1 s q P YP •{ HOUSE GARAGE&CHIMNEY 1458 SF 1 t 35% �1 o € ET * I 'Jrs'✓l; G�^•,RF.. ���' � � o 1 Gn TO REMAIN S PORCHES AND STEPS 523 SF 4.07% LLI UNDIS�TU� LOCATION O LEVEL PATIO 200 SF 1.5i% =' fJ�c PROPOSED sF r< o t� SILT FENCE l' P �� C 2,181 SF 16-97% =a}, EXISTING GRAVEL AND 'D DECORATIVE BOULDERS ) 4.r` � - c �'Rp 115 15 TO BE REMOVED - : 5 (SEE TYPICAL SECTION m O O w A-A ON SHEET 2) - Q w - z0(n BUOYANCY CALCULATIONS SANITARY CALCULATIONS I I ONII EI TAL IMPACT SUMMARY J°�Q TOTAL EXISTING COVERAGE: 690 SF(WOOD DECK 1 IMPERVIOUS SURFACES) { y N WEIGHT OF NORWECO HYDROKINETIC CONCRETE MODEL 600 TANK=10.000 L I TANK CALCULATIONS: TOTAL PROPOSED COVERAGE: 2,181 SF `� N TOTAL=10,000 LBS FLOW=4 BEDS(110 GALIDAY)440 GALIDAY COVERAGE INCREASE: 1,491 SF CAPACITY FOR NORWECO HYDROKINETIC CONC MODEL 600=600 GAUDAY PROPOSED NATIVE PLANTING BUFFER AREA: 1,479 SF s a INFILTRATOR CALCULATIONS: NET ENVIRONMENTAL OFFSET; BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK IS EMPTY a AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER FLOW=4 BEDS(110 GALIDAY)=440 GALIDAY 1,491 SF-1,479 SF= +12 SF(NET POSITIVE) 12.8B'X 5.5'X 0.87'X 62,4=3,846 LBS {440 GALIDAY)I{2,83 LF)I(2A GALIDAYlSF)=77.7 LF _ 773 LF REQUIRED NOTE:THE PROPOSED 15'WIDE NON-DISTURBANCE NATNE VEGETATED BUFFER AREA EXCEEDS 10,000 LBS SEPTIC TANK>3,846 LBS(2.60 FACTOR) LL 78 LF PROVIDED THE REQUIRED MITIGATION FOR IMPERVIOUS COVERAGE BY+12 SF RESULTING IN A NET ��` 3 ROWS OF 26 LF 1T INFILTRATORS ENVIRONMENTAL BENEFIT. W LU DECORATIVE WMAIDE11S Z TO BE REMOVED NON-DISTURBANCE NATIVE VEGETATED BUFFER CIRAVEL TO BE REMOVED ELEVATION 7.9' EXISTING GRAVEL WOOD DECKING HOUSE TO BE REMOVED TO REMAIN BULKHEAD REMAIN F.F.EL.12.0' ..OTO GRADE EL,T9' TO GRADE EL.7.2' EXISTING TO 00 i8.60' PROPOSED ELEVATION 7.8' � lz TO TANK COVERS T C_-T� ELEVATION 7_IV EL.7 - , EXISTING GRADE EXISTING GRADE ELEVATION 71v SIMPLEX ELEVATION 7, _ a PUMP e i T STATION DISTAL HEAD tfr_:*W�W f5NONDIRBANCE BUFFER 16 T 12'MIN T E1 6.5' A��OX.M W.EL 15 INV.EL.5.6 TOP,EL_6.0' ( — 8 20' 12"INFILTRATOR III_EL- 3 ROOM--W L0NIG DOT ,.55 V.EL. _ APPROX M.L.W.EL 0.0 (� NORWECO HYDRO-KINETIC INV_EL-6.1 - � CONCRETE K40DEL 600 4-8' ENV. INV.__ 11T H EXPECTED GROUNDWATER EL 0.87' �" to BOT.EL.0, G EXCAVATE MINIMUM 18'BELOW EXISTING GRADE $ AND BEYOND THE BOTTOM OF THE INFILTRATORS A-A CROSS SECTION DETAIL Ri AND REPLACE UNSUITABLE SOILS WITH SUfrABLZE w SOILS(SEE PERC TESTS AND SITE PLAN) k 2 1 N.T.S ~ ����1 r-�� m PROFILE 0 .. - a Qz ro d 00 FRONT ARRIS `� �a r c L a m 'I BACK ARRI lINE ESTABLISH VEGETATIVE COVER AND 47-QB 3 OE 5. Lu GRADE TO Tg ' = _ TOPSOIL 79 PV 4'WIDE WALKWAY 4\ CL 1TTv BAGKFILL _ TO WOOD DECK tEl — PA MEN 4' 7 DECKING _ WOODC'UONEn�Ta?-'� Woc-D U-GS 4 - _�� --. lei I4 r Lu 19-RV BELGIAN FLCA7ING .�.�% 36'TRENCH WIDTH g ISOL THE FRONT ARRlS LINE SHALL BE QUANTITY KEY BOTANICAL NAME COMMON NAME HEIGHT WIDTH ,. BUZZED TO REMOVE A MINIMUM 19 RV ROSAVIRGINIANA BEACH ROSE 4'4' 61-8' Hl � OFe AND MAXIMUM OF?ALL DETAIL A NOTES: DETAIL B NOTES: 235 PV PANICUM VIRGATUM SWITCHGRASS 4`-6' 2-2.5 = ' ALONG THE EXPOSSED EDGE. 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 STANDARD MULTIPORT ENDCAP(RIGHT) 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN 200 OB QENOTHERA BIENNIS EVENING PRIMROSE 3`-6 2'-1 I COMPACTED��= = SHOWN 2, INSULATE BOX AS NECESSARY N f 7 NSUBGRADE 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 O'CLOCK,WITH FIRST AND LAST ORIFICE 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP g �A�CURB DETAIL AT 6 O'CLOCK TO DRAIN THE PIPE{ADD EROSION PROTECTION SUCH AS PATIO BLOCK) 4. PIPE SIZES PER PLAN MITIGATION!PI A 5_ INSTALL 90`SWEEP FITTING OR 2 45°BENDS,NO ELBOWS > PlftESSURE PIPE DRILL HOLE1 1 N.T.S N.T.S Lu s Lu LOCATIONS ON END CAP > uj v3 2 GENERAL NOTES: z y w o z Q DEPTH OF THE PUMP STATION INLET wa A INVERT IS ADJUSTABLE FROM 28 TO 34 z r p _- INCHES BELOW GRADE WHEN USING A STANDARD 4'DIAMETER EFFLUENT LINE. 5 w DETAIL A ENDCAP BASIN RISER INFILTRATOR CHAMBER (2)DEPTH OF THE PUMP STATION OUTLET INVERT IS ADJUSTABLE FROM 5 TO 9 ' ~S (ANY MODEL) HEAVY QO� (E NOT INCHES OR FROM 26 TO 34 INCHES BELOW a w GRADE WHEN USING A STANDARD 134, DETAIL B FLANVIEW CIIV R DIAMETER EFFLUENT DISCHARGE. WELT TOR QUICK 4 PLUS STANDARD MOISTURE w DRIP L - (D FINISHED GRADE MUST BE MAINTAINED AT LEAST 3 INCHES BELOW THE MOISTURE N,T.� WATERTIC4iT DRIP LIP OF THE ACCESS COVER. I N RECIRCULATION PUMP� _ J Tn Q ON DEEPER INSTALLATIONS,RISERS MUST =i FLOAT-W a BE USED TO EXTEND THE MOUNTING C IT ( CASTING TO GRADE. ROL TO CONTROL PANEL ADDITIONALWHEN IS W I P_ _ ON REQUIRED,RING SECTIONS CAN BE AR PRESSURE SWITCH 1149VALVE ADDED TO INCREASE THE DEPTH OF THE © p }( PUMP BASIN. o AIR PUMP POWER __ Q DIMENSIONS SHOWN ARE BASED ON A r � STANDARD PUMP BASIN.SEGMENTED 5 m _ ALTMHATE ADJUSTABLE BASINS AND BASINS CONTAINING RINGS (n 0 Co}m OR RISERS WILL REQUIRE ADJUSTMENT. U? �e 0 O1SQ1GE LOCATION Q_j ul CRITICAL DIMENSIONS QLL ra ALARM LL AT 5'-10�4- IDJ O Z)_o ON/OFF FLOAT 0'-$r ~ AIR PUMP I _ 2'-&- CINI o - CHECK VALVE T ox- SU E 6'-7X- AERATION RI / Eg fm SER PUMP GENERAL NOTES: CLARIFICATION RISER E ® LL 1.WIRE SHOULD BE 1212 OF DIRECT BURIAL, SECTION A A OUTLET VIEW Q NORWECO��D.0���ET�����TE� �� ��� �� �MPLEX PUMP STATION - _ ' LU w �,, N.T.S .. Z 1 LATERAL 00 2'FROM MWMS 1 t� GENERAL NOTES: � CRITICAL DIMENSIONS W (D FALL THROUGH THE HYDRO-KINETIC PLANT FROM INLET INVERT TO 2'HEADER 1`< '1� OUTLET INVERT IS FOUR INCHES.INLET INVERT IS TWELVE INCHES 'S' BELOW TANK TOP. ��� ���� '- Q ON DEEPER INSTALLATIONS,RISERS MUST BE USED TO EXTEND NOTES:1. YSTEMS CERTIFIED BY NSF TO NSFIANSI -" $s CASTINGS 7O GRADE INSPECTION COVERS MUST BE DEVELOPED KT- TO WITHIN TWELVE INCHES OF GRADE. STANDARD 40 MUST INCLUDE MODEL A140 AIR "-3� '=T 1I' r7-i PUMP. 11= *TO _0 2. TOTAL CAPACITY=1,500 GAL- Q TANK REINFORCED PER AC STD.31$. 3. RATED CAPACITY:5001600 GAL PER DAY_ °*1 TO 1 {�}ALL ACCESS COVERS WEIGH IN EXCESS OF SEVENTY-FIVE POUNDS - - 120VOLT-9 -60 Hz-20 AMP SERVICE $'- EACH 7O PREVENT UNAUTHORIZED ACCESS. 1T'-= (S)CONTACT THE LOCAL,LICENSED HYDRO-KINETIC DISTRIBUTOR FOR NOTE:RECIRCULATION PUMP,AIR PUMP AND CONTROL PANEL MUST BE PROPERLY GROUNDED. ELECTRICAL REQUIREMENTS, COLLECT EFFLUENT SAMPLES FROM i FLOW EQUALIZATION DEVICE INSTALLED w IN CLARFIER. 0 o NOTE:REMOTE VENT MUST HAVE A MINIMUM DIAMETER REMOTE VENT WITH CAR" z > o OF 2 INCHES AND MUST TERMINATE A MINIMUM OF 1$ FILTER E (a PRETREATMENT CHAMBER MAY BE INCLUDED AS AN INTEGRAL a U m o 0 INCHES ABOVE GRADE,1 FOOT FROM PROPERTY LINES, ELECTRICAL COMPONENT OF THE TREATMENT TANK ¢ o m AND 3 FEET FROM ANY WINDOWS OR DOORWAY. CONDUITS co aoao S DIAMETER EFFLUENT LINE 0 A'DIAMETER L _ Q INLET LINE A A t W APPROVED SEALANT _ - � rqOF ON ON OR SEALING w R B Z 15 20IH--=Q OFF OFF z 0 IM OUTLET COUPLING TO REMOVABLE INSPECTION COVER WITH CAST-IN-PLACE ° Z kn PLAN VIEW GASKEfED DISCHARGE FLANGE _ o AERATION CHAMBER RISER PPE z swttcH CASTING WITH_NON-VENTED L — u 4'DIAMETER ELF`.E'T L-_* MODEL A100 OR MODEL A150 AIR PUMP v� z - (MAYBE REMOTELY LOCATED) HIGH WATER ALARM FLOAT FLOW EQUALIZATION ANOXIC CHAMBER RISER CLARIFICATION CHAMBER RISER z o z ft, RELAY AUXAMC� CASTING WITH LID DEVICE DETAIL oz dw —POWER�._ S� FLOATS— CASTING WITH LID /�� a �' N uj ¢, � Al c OWOFF ALARM OVERRa FLOW EQUALIZATION DEVICE C~� o �o PRETREATMENT CHAMBER {SEE DETAIL) u5 PR ,�� ;' z RISER CASTING WITH LID- V WELD CONNECTION w 4 TF Ll w u o z z GROUT OR SYNTHETIC SEAL w a i � Tn e _ _ 0 W 0 Z m � m0oco LL0 _ - PRETREATMENT 12t1 VAC RECIRCULATION AIR HIGH WATER ALARM � - POWER PUMP PUMP CONTROL TRANSFER TEE SUPPLY FLOAT ANOXIC CHAMBER ' --- -- -. J p .- GENERAL NOTES: MIXING BAR ZERA-1M CHAMBER \-4.40M ION PUMP SUBMERGED TRANSFERC- AERATION Lo O Q A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED CHAMBER TRANSFER PORT 04 UNTIL THE AIR PUMP IS INSTALLED AND READY TO BE PLACED INTO OPERATION_ SECTION A.-A c*4 (2)INSURE THE AIR PUMP IS OPERATING WHEN THE FACILITY IS OCCUPIED. OUTLET END VIEW Q THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AIR PUMP INTO SERVICE. {'7 ivi - -ASTEAATER TRLA.T WIMUT Ba m N.T. �E. w w