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HomeMy WebLinkAbout42691-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL <-->BoardofHealth_ SOUTHOLD,NY 11971 �C*4�ts of Building Plans TEL:(631)765-1802 —`Planning Board approval FAX:(631)765-9502 °�� � G urvey Southoldtownny.gov PERMIT NO. cheek Septic Corm t+-V.:4.D.E_C, Tos sIces Application s Weed Permit E:�samnrerm _..._.. . � - ., .M,WE -Single&Separate NTuss Identification Contact: Dorm, �. (( „i 1� P u:�� �h a:p� 1V����u ._ rm- ater Assessment Form Approved 120._ Disapproved a/c w.... is''l ,e k Phone 2L*+t° - 9f Expiration 20 TOWN ttilding l Spector APPLICATION FOR BUILDING PERMIT Date _.A2ZA a9 ,20 16 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) _ g architect,engineer,general contractor,electrician,plumber or builder State whether applicant is owner lessee,agent,arcg mmmm^^^^ WW ..r �...._. WWW WW. � Name of owttcr I,premises... ._......� _.. _..... ..�. _ ..�.._. (As on the tax roll or latest deed) If t ica I is cor on.si attire tr"duly°authorized officer (Nrrrrie;a d title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. .._ lwhich .^� �will be done: 1 House Number land wwree�ts�;d t!v. _ ... ._.....+. .... Hamlet County Tax Map No. 1000 Section lot Block m, _,Lot 2' Subdivision Filed Map No. -Lot 2. State existing use and occupancy of premises and'i mendccuse and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy___! 1,4q�, �Ly 3. Nature of work(check which applicable):New Building­_ Addition Alteration Repair-11,11,111,111,111,11Ill""I",,-.. JCnio%�al Other Work ( cri ption) 4. Estimated ost Fee Des C (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor If garage, number of cars 2= 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire nc\v construction-Front &9"- (C�' ­Rea, (,&'- (0 Depth Height -3�1to " Number of Stories 2- + f/L�(SAO OIT 9. Size of lot: I ront � 3oo' Rear 300- 4S Depth 1521.0 10.Date of Purchase Akf .(+Name of Former Owner 6625l�6 'b06Z 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES-NO... 13.Will lot be re-graded?YES_NO V-Will excess fill be removed from premises?YES_NO--19- z,q. aAjtcA!.-.-r 14.Names of Owner of premises -4A9-.%7o9-ct/6'2- Name of Architect C;j6 MczoAddress WWW_ Phone No Name of Contractor— -Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES-NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. ,16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES—NO Y, *IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFXJi V'j�SC C�� being duly sworn,deposes and says that(s)he is the applicant (Nlier o idual signing,contract)above named, (S)He is the ............. o (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform 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 knowledge and belief,and that the work will be TM performed in the manner set forth in the application filed therewith. Zfe Sworn ko before me this E day of ILX 20 C- E C) C. .-J cl- ........... ....... Notw),Public at-ure-ol"!41 iewit Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval From Health Dept. of water supply and sewrage-disposal(S-9 form). 2. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. h. Submit planning Board Approval ofcompleted site plan requirements. B. For exi1. sting g (prior g g "pre-existing"buildings °or to April 9, 1957) non-conforming uses, or buildings re-ex�stanga" Accurate, survey of property showing all properly lines, streets, building and unusual natural or topographicand uses: features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy _ blew dwelling$50.00. Additions to dwelling$50.00,Alterations to dwelling$50.00, Swims-Wing pool 550.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 1. Copy of Certificate ofOccrrparlcy- $.2.5 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of"Occupancy - Residential $15.00, Commercial $15.00 Date. A 2-cp,l New Construction: Old or Pre-existing Building: (check one) Location of Property: _ Z°dHous No. r ..... t � 4 StreeHamlet Owner or Owners of Property:h' �� , } � c ... Suffolk County Tax Map No 1000, SectionBlock�9 Lot ... .. .. ......- l � 3 ...�m. ...� .� / Subdivision Filed Map. Lot..— — ..�Date of Permit.Permit No. 1 � rmit .�.... ..., Applicant: Health Dept. Approval: Underwriters Approval: .. � — Planning Board Approval: Request for: Temporary Certificate Final Certificate: .� (check one) Fee Submitted: $ llalic,,nt: Sig nature F fait Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 Box 1179 .. ; 9 _,...fit° 1�1,_' "�"CI�"�" 959�'" BUILD ING-0€PART-M€NT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED '!FOOD CONSTRUCTION ANDfOR TIMBER CONSTRUCTION 'N, Datq: .�.. ( - Owner: c- Location of Properly. 1 ^ �b-ib/Air Please take notice that the�(chgcl a p!ipabjeline): 4. New commerce ;o r r � �t 'i ( structure 0 Addition to e4ro'bomm0f0a,l-or residential structure `Rhabilitatibn Win:existing pltimercial or residential Structure to be construo w r per or'med at the subj6d property reference above will' tilize (check ,applic ble Iilne) Truss type instruction (TT) Pre-engine reds; ood construction (PW) Timber constrLi n 01) _..�ir1 the followin to i d• Ii _ Floor framing, including girders and beams (F) Roof framing (R) Floor and aming ') Signature- Name i natur e:Name (person submitting this form), Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 0%X Scott A. Russell „� ° S'7C'OWMIWA\TIE]E, SUPERVISOR � AMIANAGIENl[]E INT SOUTHOLD TOWN HALL-P.O.Box 1179 k. 53095 Main Road-SOUTHOLD,NEW YORK 11971 h Town of Southold o � ' G(d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET PF? (TO BE COMPLETED Y TIIE APPLICANT ) OI '1111S IAIt!. il,t.,I INVOLVE ANY OF THE F'0Ll,0WRN7G. G.&iECK ALL THAC'.'tF'PLYr A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced IIIIIpervi.ous surfaces of 1,000 squai-e feet or more, unless prior approval of a Stormwater Management Control Plal a was received by the "town and the proposal includes in.....-kind replacement of impervious surfaces, If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date &County Tax Map Number! Chapter 236 does not apply to your project i e i g� part wnl withh our Building Permit Application. y Management Control Plan If ou answered YES to one or more of the above lease submit Two copies of a Stormwater and a completed Check List Form to the Building', tsation 1t'@°II,,,V,6 W fl'. 'r'Dur,p1�uVa uJ�a,iru a If a^^a°n 0 uiltia•,:�ueaui ll, � r^irui. "aluuVA n�Q 2, y0'VrR•rtl S.C.T.M. 1000 Date 07isl rici Block Lot FOR BWHAN6 "i'AR 1`-ME x],G.!SL UD( "'t A ,. Daie f irf;Wpei: °Address/Lccahoit d'COR to 1W11CM Wracis .Approved for processing Budding Permit, wltrruattri Matiag emeiit Control Platy Not Required. 0- ,,,. ....... _....�_ _ Saton,nw��ater Maiia evrient_ aril PlCoitk _ced.— . . M1 an ay G�.equs '(Forward to Engiateenng Department for Pevuewv.) FOM * SMCP-TOS MAY 2014 L V C N R E = 03 v CJ N rte.,0 m Ld O OA 2 O L \ I `—� 50 s m � " � � 4. of C vv O n :: n y r „'. 4"� I N O ". 8 'ti lamb � um � U VU a Z 0 c LJ u CN `� t0 15i .. 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E--' u PH 3 od 'r__" ,,.0 n •'[ y Ca v v o 7 ?� z 4 d ,� on j ca C ca CV eM""' `a 170 y a' rn v; _ ; '. r O ca U O _ od 'v C7 c C/) c P,-1 3 y c o = E c a Y 5 � vi, "j -� cv od _ C C GJ v > E LO 2 J J .� � ¢ `� � a ci � ei ..r ao � _.: .�.Y _ rc � = '_ � —I ai � ti z �i LOc Generated by REScheck-Web Software Compliance Cerit"Iflocate Project 290 Windward Road Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area. 3,636 ft2 Glazing Area 25% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 290 Windward Road Geoffrey Prisco Geoffrey Prisco Orient Point, NY 11957 North Fork One, LLC Brutus Park Architecture LLC 256 Union Street 256 Union Street Brooklyn, NY 11231 Brooklyn, NY 11231 718-809-9152 gprisco@brutuspark.com geoffprisco@gmail.com Compliance: 1.3%Better Than Code Maximum UA: 548 Your UA: 541 Maximum SHGC: 0.40 Your SHGC: 0.29 rIP!,,Better or wow e Than Code Index reflects how close to compliance the house os based on code trade-off rules. Ik DOES NOT provide,an eshrri-lte of energy use or cost relative to a minimum-i:ode home. En a10mb ies Ceiling House: Flat Ceiling or Scissor Truss 1,160 49.0 1.4 0.025 29 Ceiling Living Area: Cathedral Ceiling (no attic) 680 49.0 19.4 0.015 10 Kitchen Extension: Cathedral Ceiling (no attic) 85 14.0 18.2 0.030 3 South Wall Framed: Wood Frame, 16" o.c. 518 12.0 11.3 0.042 11 Orientation: Front Door: Glass Door(over 50%glazing) 2 SHGC: 0.29 5 0.290 7 Orientation: Front Window 1: Wood Frame SHGC: 0.29 36 0.290 10 Orientation: Front Window 2: Wood Frame 2 SHGC: 0.29 7 0.290 8 Orientation: Front Window 3:Wood Frame 8 0.290 2 SHGC: 0.29 Orientation: Front Window 4:Wood Frame 8 0.290 2 SHGC: 0.29 Orientation: Front Data fTitle: 290 e date: ... .. �. ...... Report t0 1 8 ProjectWindward Road P / 6/18 enarne: 2 Window 5: Wood Frame 13 0.290 4 SHGC: 0.29 Orientation: Front Window 6:Wood Frame 42 0.290 12 SHGC: 0.29 Orientation: Front Window 7:Wood Frame 58 0.290 17 SHGC: 0.29 Orientation: Front Window 8: Wood Frame 40 0.290 12 SHGC: 0.29 Orientation: Front North Wall Framed:Wood Frame, 16"o.c. 542 15.0 10.1 0.041 11 Orientation: Back Door: Glass Door(over 50%glazing) 25 0.290 7 SHGC: 0.29 Orientation: Back Window 1:Wood Frame 65 0.290 19 SHGC: 0.29 Orientation: Back Window 2:Wood Frame 27 0.290 8 SHGC: 0.29 Orientation: Back Window 3:Wood Frame 33 0.290 10 SHGC: 0.29 Orientation: Back Window 4:Wood Frame 81 0.290 23 SHGC: 0.29 Orientation: Back Window 5:Wood Frame 30 0.290 9 SHGC: 0.29 Orientation: Back Window 6:Wood Frame 12 0.290 3 SHGC: 0.29 Orientation: Back East Wall Framed: Wood Frame, 16" o.c. 335 12.0 11.3 0.042 13 Orientation: Right side Window 1:Wood Frame 13 0.290 4 SHGC: 0.29 Orientation: Right side Window 2:Wood Frame 14 0.290 4 SHGC: 0.29 Orientation: Right side West Wall Framed: Wood Frame, 16" o.c. 542 12.0 11.3 0.042 19 Orientation: Left side Window 1: Wood Frame 15 0.290 4 SHGC: 0.29 Orientation: Left side Window 2:Wood Frame 8 0.290 2 SHGC: 0.29 Orientation: Left side Window 3: Wood Frame 15 0.290 4 SHGC: 0.29 Orientation: Left side Window 4:Wood Frame 22 0.290 6 SHGC: 0.29 Orientation: Left side Window 5: Wood Frame 13 0.290 4 SHGC: 0.29 Orientation: Left side Project Title: 290 Windward Road Report...date: te: 04/16/18 Data filename: Page 2 of12 Window 6: Wood Frame 18 0.290 5 SHGC: 0.29 Orientation: Left side Fireplace Wall:Solid Concrete or Masonry 285 0.0 24.5 0.036 10 Orientation: Right side Living Area S: Other 275 0.230 63 Orientation: Front Living Area N: Other 213 0.230 49 Orientation: Back Living Area E: Other 105 0.230 24 Orientation: Right side Living Area W: Other 110 0.230 25 Orientation: Left side South Basement:Solid Concrete or Masonry 400 0.6 25.1 0.033 13 Orientation: Front Wall height: 8.0' Depth below grade: 4.5' Insulation depth: 8.0' East Basernent:Solid Concrete or Masonry 270 0.6 25.1 0.033 9 Orientation: Right side Wall height: 8.0' Depth below grade:4.5' Insulation depth: 8.0' West Basement: Solid Concrete or Masonry 270 0.6 25.1 0.033 8 Orientation: Right side Wall height: 8.0' Depth below grade:4.5' Insulation depth: 8.0' Window: Wood Frame 24 0.290 7 SHGC: 0.29 Orientation: Right side North Basement: Solid Concrete or Masonry 328 0.6 25.1 0.033 9 Orientation: Front Wall height: 8.0' Depth below grade:4.5' Insulation depth: 8.0' Window: Wood Frame 50 0.290 14 SHGC: 0.29 Orientation: Front Living Crawl S:Solid Concrete or Masonry 145 0.6 11.1 0.067 7 Wall height: 6.0' Depth below grade: 3.5' Insulation depth: 6.0' Living Crawl N:Solid Concrete or Masonry 145 0.6 11.1 0.067 7 Wall height: 6.0' Depth below grade:3.5' Insulation depth: 6.0' Living Crawl E: Solid Concrete or Masonry 210 0.6 11.1 0.067 11 Wall height: 6.0' Depth below grade: 3.5' Insulation depth: 6.0' Living Crawl W: Solid Concrete or Masonry 57 0.6 11.1 0.067 3 Wall height: 6.0' Depth below grade: 3.5' Insulation depth: 6.0' Project Title: 290 Windward.....,oad Report......................._ Ra�.. date: ..........0................................._. 4/16/18 Data filename: Page 3 of12 CoraaPHar'ice Statement; The proposed building design described here is consistent with the building plans,specifications„ and rather calculations submitted with the perndt application.The proposed building has been designed to meet the 2015 IECC requirements in RESchec°Version . REScheck-Web and to comply wwlth the mandatory requirements listed in the REScheck Inspection Checklist. Name_T. I ..�.� g........ Si natureDate Project Title: 290 Windward Road Report date: 04/16/18 Data filename: Page 4 of12 f2fREScheck Software Version : REScheck-Web Inspect'l:on Checklist Energy Code: 2015 IECC Requirements: 45.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirernents screert. For each reqUirerroent, the use certifies that a code requirement will be met and how that is d0CUmented, or that ari exception is being claimed, Where compliance is itemized in a separate table, a reference to that table is provided. gg 1031, Construction drawings and es Requirement will be met. 103.2 documentation demonstrate DoesNot [PRIII energy code compliance for the ;Location on plans/spec: U building envelope.Thermal 0Observable � 1/A.500, 3/A.500, 4/A.500, envelope represented on EINot Applicable 1/A.501 construction documents. 103.1, Construction drawings and ElComplies 103.2, 'documentation demonstrate DDoes Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. 1 E-]Not Observable Systems serving multiple EINot Applicable dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. ........ ..... cooling equipment is Heating: Heating: UEo v lies per ACCA Manual S based Btu/hr Btu/hr— :E]Does Not P7 ads calculated per ACCA ,////),R T V I I Cooling: Cooling: M Manual J or other methods I f]Not Observable Btu/hr Btu/hr oved by the code official. ...... :E]Not Applicable /M Additional Comments/Assumptions: 1 Ha q Ii I mpact(T i'e"r'l") =—,2 :[Me�di-6'rnimpiact' (Tier 2) —LID( Impart(Tier 3) .......... Project Title: 290 Windward Road Report date: 04/16/18 Data filename: Page 5 of 12 %.. t m r, iii// ////// //•r %/� ! / %i r ri r li ,/i r✓ / / r r..✓ ,rte, ,,,,, r �,:�iiii//��/ /,:,/// / / // //,/< ,� / r m '�l'4�.j�F�+�� r% � IMjN`�f% / % /Ir,✓ /// ;�i ���//,,:/, �/, / r�/r/„i; / / r/rte/ ✓ r / ,�// 402.1.1 Conditioned basemen a .. ❑Cpl „See the E� ...�/a / /��i� / r bra/� 1 t wall R- v R- Envelope Assemblies [FO4] ;insulation R-value.Where interior R- R- table Not b e for values. ;insulation is used,verification _ may need to occur during ❑Not Observable ; �Insulation Inspection, Not ❑Not Applicable �required in warns-hurn'id locations! ;in Climate Zone 3. 303.2 [05]1 insulation installed per asement wall Y s f� yoc phot Requirement will be met. nies ® manufacturer's instructions. ;Location on plans/spec: ❑Naafi Observable -1/A.501 - ��Not Applicable Com lies Seethe E [F06139 Conditioned basement wall �ft ft ;❑ p' nvelopeAssemblies [FO6]1 insulation depth of burial or ❑Does Not table for values. j distance from top of wall. []Not Observable El Not Applicable [ 0.2 ❑Do tab p lll..rmplies �Se::.� 11 :Unvented crawls ace wall R- R- a the Envelope Assemblies ]1 .insulation R-value. R- R- es Not le for values. ❑Not Observable E]Not Applicable 303.2 Unvented crawl[08] insulation installed p p oe lies �Re Requirement space wall P q ement will be met. 1 ed er s Not ® ;manufacturer's instructions. Location on plans/spec: t Observable 1/A.500,3/A.500 ... t Applicable 1 vapor retarder installed over ueds111[E]Not ne Plies °Requirement will be met. 402.2.11 Unvented crawls ace contin[FO9] va orNot ® P ppLocation on plans/spec: by 6 in, and sealed, extending at t.Observable `1/A.500.3/A.500 least 6 ion. arp and attached to t�he Applicable wall. [010] 1 insulation ulation epth sof burial fn in, e Assemblies tance or ❑DoespNot table for values.1 op of wall. ❑Not Observable ' protective coveringi ❑NoApplicable `- rotect exposed exts installed � " / r ro� Ices Requirement �/ 9 p p error uirenent will be or� yet. rrnsulation and extends a s Not Location on plans/spec: mum of 6 in. below grade. t Observable 1/A 501 ApptltcabCe /r, ,,,Snow-and ice-melts . ng system ('ll li[E mplies°f [ l /;,controls installed. es Not Observable Applicable Additional Comments/Assumptions: High Imp -.... i -. 1 High� F (Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) _ .. .... Project Title: 290 Windward Road Report date: 1 04/16/18 Data filename: Page 6 of12 - ,,.. //. c / . / � u /' � ✓,, 1 /P�e� �d"er��td;// /�/,%, 402.1.1, Glazing U-factor(area weighted U U- OComplies See the Envelope Assemblies 402.3.1, average) Does Not table for values. 402.3.3,, 402.5 ;❑Not Observable [FR211L ;❑Not Applicable 303-1.3 are determined in accordance �� � I�,�,�� ❑Com lies Requirement U-factors of fenestration products p q nt will be met. [FR4] f ❑Does Not ® with the NFRC test procedure or taken from the default table. ❑Not Observable Not 02.3.5 �Fenestration in thermally isolated I U- o r�m Applicable Requirement will be meta [FR811 'sunrooms in Climate Zones 2-8 ❑ Isolated ❑ Isolated E]Doe a Not have maximum U-0.45. ;❑ Not Isolated E] Not Isolated ❑Not Observable ❑Not Applicable [FR 1 isunr oms in Climate Zones� Isolated Isolated ❑Does Not not;Exception: Requirement 3.5 Sk li hts in thermally ted U- U__ EiCompli s Exc t is 9 i 5 2-8 have a maximum skylight U- ❑ ❑ Isol applicable. factor of 0.70.All other sunroom ;❑ Not Isolated E] Not Isolated :❑Not Observable skylights must meet code ❑Not Applicable requirements. [R23]i 1 'nes alled barrier and thermal per manufacturer's Not :Requirement uirement wilhbe met. ❑Uo r �' �mP q instructions. e's' Observable Appllcabie 402.4.3 Fenestration that is not site builtlies❑CompRequirem 4 ent will be met. [FR20] :is listed and labeled as meeting ❑Does Not ^AAMA/WDMA/CSA101/1.5.2/A440' or has infiltration rates per NFRC ❑Not Observable :400 that do not exceed code ❑Not Applicable limits. ted sealed at housing/interior labeled u indicated eng or fixtures 0 cfmEboes iot Requirement will be met. mg/interior finish es Not e at 75 Pa. EINot Observable ❑Not:Applicable 403.3.1 R12] insulated duct d where du �❑ >—3 inches in diameter a �� mm - Supply return ducts in attics Comphes Il [FR1211 is and >_ I �l Does Not R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for 2 fdiameter hes ruches and R-4. in diameters, S 403 3.'S Building cavities are not used as [.lCompiies [FR15)," >ducts or plenums. [Does Not �4 ;C�Not Observable Not Applicable V HVAC piping conveying fluids R- ��; R- ❑Complies "FN 17]� above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- 3. ❑Not Observable [ F INot Applicable 403 4 Protection of insulation on HVAC �� r �� �� ���( ❑Complies [FR2411 piping. 1 Ill // l 1r❑Does Not ❑Not Observable rl/ /r � I � ����� /lkU❑Not Applicable p _P... a. High Impact(Ter 1} Medwm Im au t(Tier 2} ct(Tier 3) (Tier ..:, _.............. Low Im a �. Project Title. 290 Windward Road m Report date: 04/16/ ] .18 Data filename: Page 7 of12 ;i,/r.✓.,.;/,r%"'„,//,rr/,,r/////<. ,�/"�r/�"n/ll'•t'1 r/G� ,,,/ wr q#'�,,/:.l,n,r,srflixreci'ts m�an ir/,,ri,,.;,r�.. ,,:,,r�r�rj�brrrdrr r�r,i,.,.,:;o-,.ffri/l/eld'"N��")��;ii.,/�/ ��While �...r,. ., ✓ ,/ ,.� ,r, ,///. / c,,,,// r//, .,sir Jr/I/rr,/F / / r ,r / -/r i ,r/ // c/ water pipes are insulated to R- „w_ R ocomplies :❑Does Not '❑Not Observable ❑Not,Applicable installe ❑D �Ioes q irement will..,... r pij�)Automatic or gravity dampers are �' I° don all out air 1 be met. Not s and exhausts. ❑Not Observable /' ” ❑Not Applicable Additional Comments/Assumptions: FTg p p �.r r3) h ir�� art(Tier 1} Medium Impact(Tier 2) Low Im Ja�f(Tie Project Title: 290 Windward Road - � Report date:�04/16/18 Data filename: Page 8 of12 /r /„ / /v, o,r l! �, " % / .,,o // / f///,/, �/o / /✓// // // /,,,rte // % /ai �M1 �NI$ � :�""M��'b:5 �Ip�4�i, ✓/„ � /' ,,,r ,r ,r/� r,/�,� l�i r'�/r ,;,,,�///i ,,,, ��„ /,:: installed insulation is labeled 1 ❑ ,omplies Requirement will be met. ij or installed nstalled R-values OOoes Not provided. �;% /, ❑Nat:Observable 1 1 EINot Applicable .. 402.1.1, ";fall in_L.lataon R-value.If this is a; R- R- ❑Cornp'VI'es ��See the Envelope Assemblies 402.2.5, mass mall with at least 1/2 of the Wood [J Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ mass ❑Not Observable [IN311 exterior,the exterior insulation ® requirement applies (FR10). EJSteel E] Steel �❑Not Applicable 303. ... - p �i ❑Do spNo R Requirement t. Wall insulation is installed per � ement will be met. 1 :manufacturer's instructions. , Location on plans/spec: ❑Not Observable °1/A.500,3/A.500,4/A.500, ❑Not Applicable 01 ❑ 303.2 �Sunroom wall insulation installed °� " � P pP :Requirement Requirement will be met. [IN9]1 �per manufacturer's Instructions. � � � �❑ , ❑Not Observable ❑Not Applicable 303.21 instructions.ll perSunroom ing manufacturon is er'ser's ❑DoespNot Requirement will [IN11] q be met. E--]]Not Observable Location on plans/spec: ❑Not Applicable ` 0,3/A.500,4/A.500, 1/A.50 Additional Comments/Assumptions: I' ... � High Impact(Tier 1) �. Medium Impact(Tier 2) � 1Low Impact(Tier(Tier 3) .. ............. _ ........ Project Title: 290 Windward Road Report date: 04/16/18 Data filename: Page 9 of12 ///, %.. U �, ,/,//�i,..,/� Imam; l, I �,� 402.1.1, ;Ceiling insulation R-value. R- R .'Complies ;See the Envelope Assemblies 402.2.1, El Wood ❑ Wood 4IDoesNot ;table for values. *.102.2,2, ; 402.2.6 j❑ Steel ❑ Steel ❑Not Observable [Fill' '❑Not Applicable 303.1.1.1, Ceilin manufacturer's instructions. 'UE C� es Note [012]2 Blown 9 p p Requirement will be met. a insulation marked every Location on plans/spec: 300 ft2. [�, Not�Observable 1/A.500, 3/A.500,4/A.500, Vented attics with air , ( �CN �Applicable 1/Aq.501 �/f12 't solation ffit and eadve yens that cent ,pCics Requirement will be met. y V1Dr� s Not insulation. ❑Not Observable �extends over i i C1Not Applicable 402.2.4 Attic access hatch and door a R- R � mp Iies Requirement will be met. [FI3]1 insulation>_R-value of the ®DoNot adjacent assembly. Not Observable l I ❑Not Applicable 1 402.4.1.2 ,Blower door test @ 50 Pa <=5 ACH 50 ACH 50= ] n o 'plies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and es Not <=3 ach in Climate Zones 3-8. - ❑Not Observable 9 P � Cor Wood fitting flue dame �� . ❑NCL Applicable /' urnin fireplaces have plies Requirement will be met. fi g dampers and � n Does Not outdoor air for combustion. ❑Not Observable 0Not Applicable Duct tightnes...w__ 403 3.4 s test result of<=4 cfm/100 cfm/100 ❑Comphes [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ;tests,verification may need to ❑Not Applicable occur during Framing Inspection 403 3.3 Ducts are pressure tested to cfm/100 cfm/100 Complies [FI27]1 ;determine air leakage with ft2 ft� �0 Does Not either: Rough-in test:Total ,leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not 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. [FI24] by manufacturer at< ❑D 403.3.2.1 Air handler leakage designated �' �Compl'ies ' —2%of design airflow. Does Not 4GNot.Observable Not Applicable G f '� ,Programmable thermostats � f �/I� � �� �%� 'fl,E7Con"uplies installed for control of primary ElDoes Not heating and cooling systems and initially set by m' anufacturer to 1]Not Obs e rvable code pocfcatir's. Not Applicable Heat pump thermostat installed ICornplies /fr%�on heat pumps. ' I ID0 s Not _INot Observable E.]NotApplicable q High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Pro'ect"TitIW_. ... ........................................ l e: 290 Windward Road Report date: 04/16/18 Data filename: Page 10 of12 �3, µ���,Circulating service hot water r l�d, , ' �' , ❑Corrrplies ��'��;��,"� f/�systems have automatic or '//��%%//�j/�� I � f ❑Does Not , ,1/,�// �,�/��accessible manual controls. /%// ' //% ...., f ( ❑Not Observable Plcable mechanical ventilations stem p y ❑Com bes not part of tested and listed ❑ Does Not HVAC equipment meet efficacy airflow limits. � �' � :❑Not Observable I /��� � ❑Not Applicable ' � QPM Hot heat water boilers supplying � OComppies ugh one-or two-pipe heating ❑Does Not ems have outdoor setback control to lower boiler water ❑Not Observable f erature based on outdoor ❑Not Applicable temperature. Heated water circulation systems ❑Comp lies �Or �%f have a circulation pump.The []Does Not rsystem return pipe is a dedicated return pipe or a cold water supply ❑Not Observable . Gravity and thermos- ❑Not Applicable r syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal� for hot water demand within the occupancy.Controls automatically turn off the pump ! ' water is in circulation loop � �� is at set-point temperature and demand for hot water exists. heat trace systems ) ❑Complies I with IEEE 515.1 or UL ❑Does Not 515. Controls automatically Jj adjust the energy input to the �+ '❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the l piping. Water distribution systems that ❑Comp lies have recirculation pumps that ElDoes Not pump waterfrom a heated water supply pipe back to the heated ❑Not Observable water source Gthrough a cold ❑ PP Not Applicable water supply pipe have a 1 � demand recirculation water � I em. Pumps have controls � manage operation of the 11, pump and limit the temperature e water entering water the cold piping to 104 F water ec accordance with CSA s r , ( I ,/ ElDs Not r oe Not B55.1. Potable water-side pressure loss of drain water heat ]Not Observable recovery units< 3 psi for ❑Not Applicable i , ndividual units connected to one ortwo showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to � three or more showers. 2 _.__ 11 High Im.......a.ct(..T..i.er 1) Medium Impact Tier 2) � Low Impact(Tier3) ._.................................--.- ................. Project Title: 290 Windward Road Report date: 04/16/18 Data filename: Page 11 of12 r ;,; `� 11o11";N.- ilii r/ � %!/ // //it iii Gr, /i;� r r „„," r Dr::o r ,✓r /i/ /i� r ;,t1I'�V'����1'� Y�'�� N'� �'" ,'4��� 'r� '�/ �/iii r ,ir i, ✓i'%m„� � � 11"�'�,� !�'r/� t//�.: i �i/�%i :�__, ,,,,.i�/ „�i,,� / ,t,r�,,, 403.L0 2 ' ;Readily accessible switch on lies or �� d L / ❑Does Not (Fps 212 `heaters for swimming permanent in-ground spas. >Switch operation does not i ❑Not Observable change heater thermostat UNot Applicable setting.Heater circuit breaker is ;installed independent of switch. Gas-fired heaters equipped with ignition pilots that are not continuously.I burning pilots. 40 0.3 "Timer switches or other - ” ElCo, � mples automatic preset schedule [...)Does Not control method are installed on heaters and pumps serving pools ❑Not Observable and permanent ❑Not Applicable O�w4 Outtdoor heated pools and ❑C orxr� ph es outdoor i ) u door permanent spas have a ElOoes sok vapor retardant cover. d.(Not Observable )Not Applicable 1 -fixt re have h Ipf h permanent p permanent '[F1611 ClComplies ❑Does No g efficacy lamps. t ❑Not Obs Does not apply to low-voltage ervable Pi Ming. ❑I ctApplicable �Does Not _m ... 404': „�. ” .Fuel gas lighting systems hI ave V12;�)'f no continuous pilot light. ( Not Observable �DNotApplicable a11 pIiance certificate post Complies ;Requirement will be met. /j/, /jr Does Not / „l�i�//�� ❑Not Observable , Applicable , ._.. 303.3 Manufacturer manuals for Q ClCom Gies mechanical and water heating �Ooes.Not systems have been provided. l Not Observable r it Additional Comments/Assumptions: 1 High Impact(Tie drum Impact(Tier 2) Low Impact(Tier 3) �._..�...., �ee.. .�...... _. ............ ..d.a. .....__ .. Reportt Project Title: 290 Windward Road : 04/16/18 Data filename: Page 12 of12 tz2015 1ECC Energy Efficiency e 1c e YMMINIM EM Above-Grade Wall 23.27 Below-Grade Wall 25.65 Floor 0.00 Ceiling / Roof 50.35 Ductwork (unconditioned spaces): MEMEMEM Window 0.29 0.29 Door 0.29 0.29 121�1 11111 IN i Heating System: Cooling System: Water Heater• Name: Date:: Comments B-T`E --.+�� o �"a 4. LOT NUMBERS SHOWN THUS LOT (,) REFER TO MAP OF MINOR 15.3 F 7p m)� fig^ p 1150' p 'h.,C� SUBDIVISION MADE FOR PETER SLEDJESKL 'p "*•, .46.1'---�" � CD t!J C'"JC 24'TREE-yC+-).,' TREE 10•TREE-0 cLESPflcL PROPOSED LOT COVERAGE :E (� DESCRIPTION AREA X LOT COVERAGE -7R TEREE I HOUSE, PORCH, DECKS 2,700 sq. ft. 6.1% I 1. REE-0*15„8 � I & STEPS Q"t0 TREE TEST HOLE I POOL 648 sq. ft. 1.5% t ?>U t dry. TOTAL BUILDING 3,348 sq. ft. 1111YwEE a^TREE 1 r�r DRIVEWAY 2,066 sq. ft. 4.6% 14°TREF. w r TR '^.,�,s.",� w / TOTAL PROPOSED 5,414 sq. ft. 12.2X � LLTri^+z'TREE � ✓/ "�8 TREE-0 '�, ^Ip $ TREE w81, Vw 4 �-"8"T.,. TREE n 9y0"TREE ay ! DRAINAGE SYSTEM CALCULATIONS. ta"TREE•TREE. ,TREE S -r / MB"TREE- a DRIVEWAY AREA:2,066 sq.ft. 6'TREE m 2,066sq. ft. X 0.17 = 352 cu.ft. \ 6-TREE / 352 cu. ft.J 42.2 = 8.3 varficdl ft. of 8' die. loathing pool required 6'TREE by 7//Y PROVIDE(1) 8' did.X 9' high STORM DRAIN POOL 6"TREE wyB." i HOUSE ROOF AREA:2,450 eq, ft. '.TREE \B'TREE 2,450 s qft. X 0.17G= 417 cu. ft. r-y"' B"TREE L?w s' /, 417 cu. ft.J 42.2 = 9.9 vertical ft. of 8' did. leaching pool required �2 �' ✓ ! PROVIDE (2)8' die_X 5' high STORM DRAIN POOLS 14"TREE 4, �''. !!f!!f Ix 8 TREE THE, � �'S' 1 J ; EE AT L tix 1,[tl mw`� I Yo the IS O+ � N SUFFOLK COUNn DEPARTMENT OF REA2,,-H 3LCES "p D ISD PERMIT FOR APPROVAL Or CON'CYP'C7ON FOR A SINGLE FANIL'Y?r-!.l,- zi?Ori-1 i1 CO — irk '*,—EXISTING EXISTING FOP 6RAXl.I if l r WELL LEXPIRES THREE+EARS FROM GATE OF APPROVAL 9 \� 9 Excavation €rnspe c on Requiar L.+t1,,,E L�i�a�EE"..�_�dy 1F TEST,HOLE DATA y Health De .1 �'nt ';. (TEST HOLE DUG BY MODONALO GEOSCIENCE ON APRIL 2, 2002) DARK BROWN SILTY LOAM OL —^-^ 2' BROWN CLAYEY BAND WRH 2O%GRAVEL SC PREPARED IN ACCORDANCE WITH THE MINIMUM R. STANDARDS FOR TIRE SURVEYS AS ESTABLISHED BY THE LIA.LS.A. PROVED AND ADOPTED FOR SUCH U°"" Li"ORK STATE LAND TITLE AS. CNO. a».F�c� "w4 PALE BROWN FINE TO COARSE SAND SW �'+ ..�^"" �y)" " .d.�+5 191JSk9F.2M..Z.7 xP sIisTeT:I. ..... iz.s, �` 6 TEST WELL N N _+,A s HGHESi ExPECl.p GROUND WAIfR LL O} GROUNDWATERTESIHOtE WATER IN PALE BROWN FINE 1O COANSE SAND SW IT GRADE p+ N.Y.S. Lit No. 50467 CLAN Ll.V: �'ND UNAUTHIORIZED ALTERATION OR ADDITION a a', COUNT THIS SURVEY IS A VIOLATION OF SE Corwin �I SECTION 72OF THE NEW YORK STATE LA EDUCATION LAW. �...w_..�. 140HESf EXPECTED OROUND WATER COPIES OF THIS SURVEY MAP NOT BEARING any. Surveyor y,'JUT r r 6�y THE LAND SURVEYOR'S INKED SEAL OR Land u r EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. --- --- - CERTIFICATIONS INDICATED HEREON SHALL RUN I GALLEYS (4) ONLY TO THE PERSON FOR WHOM THE SURVEY SuCeesSor To: Stanley J. Isoksen, Jr. L.S. IS PREPARED,AND ON HIS BEHALF TO THE Joseph A Ingegno L.S. FOR A 5 TO 6 6EDRDOM HOUSE IS 400"n sDEWAU-AREA TITLE COMPANY,GOVERNMENTAL AGENCY AND Aix x 4.75'WIDE X 4'DEEP LENDING INSTITUTION LISTED HEREON,AND Title -SurveysSubdivisions - Site Plans - Construction Layout E CONSTRUCTED OF FRECA REevFORCED DONCRETE(OR EOUXJ TO THE ASSIGNEES OF THE LENDING INSTI- y �D aous AND(OR—85 TUITION.CERTIFICAT70NS ARE NOT TRANSFERABLE. RECAST REINFORCED CDNGRETE(OR Ed Q. PHONE (631)727-2090 Fox 631}727-1727 EJi TEACH MG POOIS AND!MATER UNE SHALL BE MNN(P1NED. EN ALL LEACHING POOLS HALL BE MNNTAINEM THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS :EN All LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. AND/OR EASEMENTS OF RECORD, IF 1586 Main Rood P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 G-TFr"."`l f es. IT'TREEo� t y <Zp .. •TREE ,° F r...� A „J 0 y cow 22"TREE 24'TREE A CIE� a"TREE--rf__,.G fOIL TREE a7"TREE * „ 7 10 TREE 11; d 12"TREE Q7 Mei 'C 9J1o"TREE t7'TREE 1 1 All11 TREE m W 4 (')P B'TREE-o U'4j \'12 TREE v TREE TEST HOLE y I yy'J c2o N � 11 rst s ar�Ha,/a` \ FYs'CTE'CJ5EL7 a n rpp'yKu L. 8'TREE amp 'O \ e 14 TIte;E �` 12-TREE W� G d TREE° .. ta &� c ! 3 ...20`----I / 1'Gy a''wa a TREE w r FREE aLo TREE cr+ 10 T LOT j TRE rrR� s"TREE2'TREE B TREE TRT'TREE B TREE a E* xmv6"TREE '-E / P 4 ' - �BTREE' +�I J�AB iR{.p 6THE ff /J 7"T/E-'' T9L12,�\ 6'TREE 0" 7!1'AFSEE \. ti"TR TREE �. %4D A Q16'TREE p 1G,TREt,�12 1'REE�y""�TREERC-C 'ra, •� I 2�@� 11 C'FREE- ' 14'TRW ° Tiz 'e' EE-„M,,. �Ku`?// 4 W74� ^''R ✓-... $0' 8”TREE P L/ 1S7Z TEETREE i .�,R£E TRE : '+ rr7 a4'TEe`-, da-'T c TREE -6'TREE `E"Na .z"TREE Alt ' Alk s• x � �\ 40 V.�'„•P �4r a' ,y. (+ rl&^A.j`~ pB' �� 4G'i5.�T.. �ry�, i) /"�o• . •`�CESSPOOL `�. •y., 0 N'{q{A V��N7 TEST HOLE DATA (TEST HOLE DUG BY MCDONAL�ON I DARK BROWN I 2. 0 ��GNG BROWN CLAYEY EXISTING WELL PALE BROWN I EL DO, TEST WELI.No. g,"„.g10;>I °pl S 1 1 .1 PROPOS Eb SEPTIC SYST M DETAIL "'GN ST EXPECTED RD WDWATER GER TESMOLE HOUSE (NOT TO SCALE) GROUNDWATER WATER IN 'FL 3Z4: TOP BURIED PALE BROWN F 4'DEEP mvx. FINISHED GRACE PRECAST REINFORCED CONCRETE 24 d LOCKING.WATEItIICHT k INSECTPROOF °FINISH GRADE 17 GUIDEDI'DEEP min.2'DEEP CAST IRON WVER TO GRADE ELEV.140 CEEANOII'I p0'In,J.4 20"rain. MIN.4"d'Vv. TOP EL I2.1' F, 'OP P.'u,EV,.lA.?: .__. APPROVED PIPE ... ..i PITCHED 1/B'/i' 5 I INV.EL ROVED PIPE CLEAN 93.2' PITCHED 1/4-/1' INVERT �"EIST 11.5 SANDCOUL� UNAUTHORIZED AL E—12Z ELER O TO THIS SURVEY B m F4DW SECTION 7209 OF �FFIE EDUCATION LAW. HWHESTExPFCTED GROUND WATER COPIES OF THIS e_ e THE LAND SURVEY ...... .-. EMBOSSED SEAL' TO BE A VALID TF 1.MINI?.fUM SEnAIG TANK CAPACIREEE�RIA 5lO -- CERTIFICATIONS IN BEDROOM xausE Is 1.500 cAu.oes. LEACHING GALLEYS (41 1 To THE OFF 1 TANK;e'ULA.,5'EEA MINIMUM UM CO 1.MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL MEA IS PREPARED,ANL 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 3,000 psi AT 2a DAYS. TITLE COMPANY,C 4 LEACHING GALLEYS:8.5'LONG X 4,75'WIDE X e DEEP J WAVL UEKMi55 L BE A M NMI)M tai 3 R TtlP T}11CKNES'S OF G AND A BOITGM 1HICNNEa6 OF 4'. 2.LEACHING PODIS ARE TO HE CONSTRUCTED OF PRECAST REINFORCED CONCRETE LENDING INSTTNTI ALL Ly,5,SDT-"N `TOP SHALL CONTAIN.BC N'ORCING TO RESIST AS APPUED FORCE OF 300 W. (OR FAUAL) TO THE ASSIGNEE.`_ 4 ALL]OTITIS SPA 62 SEALM SO VIAT THE'TANK IS WATERMCHT. LEACHING STRUC'IU ES.SOLEI DOMES ANO/OR SWS. TUTION.CERTIFICA 3,i9U.COVERS SHALL BE OF PRECAST HDNFDRCED CONCRETE(OR EOVAL). 5 TNEA MINHA TASK SNALI BE INSTALLED AI LEVEL IN ALL DIREGMEl(WITH A MAX.TOLERANCE OF z1/4) 4.A 10'min DISTANCE BETWEEN LEACHING POOLS AND IWATER USE MALL BE NNN NNEO. UM 3”TIBCK BED OF COMPACTEp SAND OR PFA GRAVEL 5.AN 8'P,ih DISTANCE BETWEEN All LEACHING POOLS LHALL BE MA—HEM S.A 10'min.DISTANCE BErvIEEN SEPTIC TASK AND HOUSE 5HALL BE"WHINED. 6.M 0'min.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. THE EXISTENCE AND EASEMI ANY, NOT SHOW